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HomeMy WebLinkAbout36821-Z Town of Southold Annex 7/16/2012 y� P.O.Box 1179 co 54375 Main Road Dy �� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35821 Date: 7/16/2012 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1000 Sound Drive, Greenport, SCTM#: 473889 Sec/Block/Lot: 33.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/2/2011 pursuant to which Building Permit No. 36821 dated 11/18/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One Family Dwelling,Kitchen,Family Room, Entry Hall, Office, Covered Entry, Stud 3 Bedrooms, 3 Baths, Washer/Daer, Walk-In Closet,Balconies, Covered Deck, Fireplace, Attached 2 Car Garage, Basement, Mechanical Room and Cellar Entrance as applied for Per ZBA#6500, Dated 9/15/11. The certificate is issued to Phillips,Michael (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0017 6/15/12 ELECTRICAL CERTIFICATE NO. 36821 7/5/12 PLUMBERS CERTIFICATION DATED 7/3/12 Christopher Nappe Plumbing&Heating Autho0ed Signature OSUFFQc�coG TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE oy • 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#: 36821 Date: 1.1/18/2011 Permission is hereby granted to: Phillips, Michael 7 Shady Meadow Lane Syosset, NY 11791 To: Demolition & Construction of a New Single Family Dwelling; Kitchen, Family Room, Entry Hall; Office, Covered Entry, Study, 3 Bedrooms, 3 Baths, Washer/Dryer, Walk-In Closet, Balconys, Covered Deck, Fireplace; 2 Car Garage, Basement, Mechanical Room, Cellar Entrance, as Applied for. At premises located at: 1000 Sound Drive, Greenport SCTM # 473889 Sec/Block/Lot# 33.4-3 Pursuant to application dated 11/2/2011 and approved by the Building Inspector. To expire on 5/19/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,153.60 CO -NEW DWELLING: $50.00 DEMOLITION $969.70 Total: $3,173.30 I Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00,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. New Construction: Old or Pre-existing \\Building: (check one) p Location of Property: l dy 0 :S0", l\ N V-e— House No. \Streeet Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section > Block \ Lot Subdivision Ec-S-X�t1 Filed Map. p Lot: i Permit No. Date of Permit. - Applicant: Health Dept. Approval: t�_ Underwriters Approval: Planning Board Approval: Re quest for: Temporary Certificate Final Certificate: (check one) q P Y Fee Submitted: $ jZe—l/&Z0 T V & -1-r Ap icant Signature SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roper.richert(a�town.southold.ny.us Southold,NY 1 1 97 1-0959 �` �� cOUNT1,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Phillips,(JNS Cont) Address: 1000 Sound Dr City: Greenport St: NY Zip: ,ii944 Building Permit* 36821 Section: Block: Lot: WAS EXAMINED AND FOUND TOPE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double Pole Electric License No:. 3913=me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 43 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 14 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 23 CO Detectors Sub Panel A/C Blower 2 Range Recpt 1-30E Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches R63 Twist Lock ' Exit Fixtures TVSS Other Equipment: 200a underground service, 2-combination smoke/co detectors, 9-paddle fans 5-exhaust fans, 16-ARC fault circuit breakers Notes: Inspector Signature: Date: July 5 2012 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. 3oga Owner: M I'Che4e I Phi! l +`Ps (Please print) PlumberCh►'!51D�e�w-W e P un b►rlg� �r n Lo c, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Oa7�24 A 7k, (Plu bers Signature Sworn to before me this 0 day of 20102 Notary Public, County N PubMlic �o aNew York No.51-4 el N3 Qualified in Suff County Commission Expires ! .00�`� �Of so �ycourm, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c- DATE [ s C 1 INSPECTOR cOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION [ IF NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , DATE-4l INSPECTOR oF soujyolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATIO [ ] INSULATION [ ] FRAMING/ RAPPING [ ] FINAL [ ] FIREPLACE A C NEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR • 1 U courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT[ON [ ] FOUNDATION 1 ST [ ]'ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL�/ROUGH). [ ] ELECTRICAL (FINAL) REMARKS: 1 &6-- f`v�' i' 0 J DATE �" �� INSPECTOR �" pF SO//T�olo TOWN OF SOUTHOLD BUILDING DEPT. T65-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION $q_ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR pF SO(/l�o� - 36D-d TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 � '� °L INSPECTOR hO��OF SO�ryo�o cOUMV,N 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 P<FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l.� 0-7t- <6L DATE INSPECTOR ►fir. : OF SOUryOlo - • ao coutm,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ..INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 1 ` 1 DATE -/�-.�°z INSPECTOR OF SO(/l�o # # co , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS CATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6;la— C7 DATE 6 INSPECTOR r pP SO(/T�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIOM, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION,- FRAMING/STRAPPINGPl�'FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a DATE _- r1;2' INSPECTOR r SO�jyolo - 7 cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Pq ELECTRICAL (FINAL) REMARKS: DATE 7 1 v INSPECTO ' " Y. -- - -- --- -�-►��-1- ---� _ - ----- ------- -- ... -.................. -- a NA . r WA WAMi � r ® l ' • i II �'�.� � ��1iFi/iY% ✓/fir/Y /r A � !n - - - - � I / • • 1 r 0 �i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration 20 Rrt � Building Inspector DLICATION FOR BUILDING PERMIT JUN - 9 2011 Date JUNE 7 2011 BLDG.DEPT. INSTRUCTIONS a.Thi N OF SOUTHOLD e completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according,to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Bull ding Permit pursuant to the Building Zone Ordinance of the Town of Southold. Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. EN-CONSULTANTS,INC. (Signature of applicant or name,if a corporation) 1319 NORTH SEA ROAD,SOUTHAMPTON,NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee. agent, architect, engineer, general contractor, electrician, plumber or builder AGENT Name of owner of premises MICHAEL PHILLIPS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ROY L.HAJE,PRESIDENT (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: 1000 SOUND DRIVE GREENPORT House Number Street Hamlet County Tax Map No. 1000 Section . 33 Block 4 Lot 3 Subdivision EASTERN SHORES AT GREENPORT Filed Map No.4021 Lot 19 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential, single-family dwelling, swimming pool & appurtenances b. Intended use and occupancy Residential,two-story,single-family dwelling,garage,swimming pool&appurtenances 3.Nature of work(check which applicable): New Building x Addition Alteration Repair Removal Demolition x Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling. number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars 6. If business. commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 74.8' Rear 74.8' Depth 36.1' Height 16.5' Number of Stories 1 Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 56 Rear 56' Depth 50' Height Number of Stories 2 9. Size of lot: Front 100' (Sound Dr:) Rear 101.25' (L.I. Sound) Depth 382' w/s; 376' e/s 10. Date of Purchase 4/30/10 Name of Former Owner Christine Anderson & Tembani Xaba 11. Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law, ordinance or regulation?YES X NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO 7 Shady Meadows Lane 14.Nmjes of Owner of premisesMichael Phillips —Address Syosset,NY 11791 PhoneNo. 516-526-8240 Name of Architect Address Phone'.�b Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES X 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.X * IF YES,PROVIDE A COPY. STATE OF NEW YOM ss. COUNTY OF SUFFOLK ROBERT E. HERRMANN being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A GENT (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 application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 7T day of JUNE 2011. Notary ublic ature of Applicant KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION No . 5015931 QUALIFIED I,N SUFFOLK COUNTY EXPIRES AUGUST 2 , 201 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 / p� Survey SoutholdTown.NorthFork.net PERMIT NO. U C Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined I I 20 It Storm-Water Assessment Form Contact: Approved ' I 20S Mail to: «D— Phone: Expiration — 20J Building Inspector APPLICATION FOR BUILDING PERMIT Date — ,20lft— INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with..all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. �P S QorvvKc.tcT ,-A L-LL (Signature of applicant or name,i a corporation) Q� ox '3lwcz- W�C�,," �-\J-s, ►-7'11�Z�� Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duk authori d officer (Name and title of corporate officer) Builders License No. 1��p`— u Plumbers License No. y1 _ Q Electricians License No. '3Q 1- Other Trade's License No. 1. Location of land on which ro ose work will be done: `tuba Soy� 6 V� C�Ac rQbC� House Number Street j� Hamlet County Tax Map No. 1000 Section � _ Block L Lot Subdivision 7�o��c� � Filed Map No."f{,��1 Lot q �C'unQoC" 2. State existing use and occupancy of premises and intended use and occupancy of proposed cons ction: a. Existing use and occupancy 1;r.•,-A`r b. Intended use and occupancy ��Si�Q.,t:�--� S+�ICr `-�W'+�1'f Wea1e\,-x �rnf��►[.. t RoOl 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Lam, Other Work (Description) 4. Estimated Cost k qoc,> op-0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling knits Number of dwelling units on each floor If garage, number of cars �. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 1 7. Dimensio s of existing structures,if any:Front Rear ��.CZ Depth 3(0• ` Height kU. Number of Stories i Dimensions of same structure with alterations or additions: Front Rear Depth Height . -2y dumber of Stories t 1 : 8. Dimensions of entire new construction:Front .9(o Rear J (0 Depth So Height 3�j Number of Stories Z?., 6 � i t 1 � 11 9. Size of lot:Front QQ Rear �,OL_a.s Depth I � 2 /�. �7� --rSii 10.Date of Purchase Lf '�OJ 1 Name of Former Owner �-�f oCj:�n� 1 ,���e� r} � .s►, �e„ et 11.Zone or use district in which premises are situated �"Lko 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES NO Will excess fill be remov d from premises?YES',✓ NO 14.Names of Owner of premises�KX- "LAIN Address*65,cC U'f V 191 Phone No. (o-S a 4 D Name of Architect Address Phone No Name of Contractor'S!A Gonmca cNN!� Address o 6]^-Ya Phone No. / 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES V NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMIT5.MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES V 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. MARY E.ZOUMAS Notary Public,State of New York STATE OF NEW YORK) No.OIZO6045952 SS:COUNTY Qualified in Suffolk County . OFF Commission Expires Aug.7.2014 — being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Cc,r"-yZ-'cN 0-,c— (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 application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn too b�fore me this 1 f ) day of 20 Not ublic Signature of Applicant `,,Q11••t°t°Illl -•. -.,`111/•t°°I°{°111j ._ `,11�Ir1•rlrtrl///-.:�- -_..... `1�1°Ir�rJr�rtr/s// ``111r1r r'r{rt��% �.u,\4111•/° 1°I/1j� 1♦+r r�l%j�� «` BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK h I/ °ls++ I PERMIT NO. 7646 DATE: SEPTEMBER 21, 2011 •�e�l' ISSUED TO: MICHAEL PHILLIPS PROPERTY ADDRESS: 1000 SOUND DRIVE, GREENPORT SCTM#33-4-3 • - rN AUTHORIZATION 3. r lei ` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 21,2011, 1°•i° y and in consideration of application fee,in the sum of$250.00 paid by Michael Phillips and subject to the Terms ;�;1.1•, and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: i Wetland Permit to demolish and remove the existing single-family dwelling, swimming pool and appurtenances, and construct farther from the bluff a new two- '^ story, single-family dwelling and swimming pool, each with a smaller footprint; install a � n, drainage system of leaders, gutters, and drywells; establish and maintain in place of existing lawn along the top of bluff a non-turf buffer to be planted with native vegetation up to the Coastal Erosion Hazard Area line; remove existing sanitary system and install an upgraded sanitary system located entirely landward of the 100' setback, and install a new driveway beyond Chapter 275 jurisdiction; and as depicted on the F surveyprepared b Lisa Mc uilkin Land Surveying, last dated March 29 2011 and 3 ' P P Y Q > stamped approved on October 4, 2011. +++ d ar .. 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. a s Jill M. Doherty — Absent # eel y 1.4 '.. &-r:7FYFr✓iaiL�,,.,,;,:urY.�'.L su'u ',Y,,;,';C�3§iY '..arLitSw,3i�, .,.,k,.cw,.:,.,:u'u, ',iu.,iii'z,'a.'S�,;J..n,:;::u :�:wsw"`�CiuuS°i f7P.�°ixe`ZnaF,i�i uIsC-nu""" i;.it"�,s:"�iaiv5tt I.u�.su+uitr,�w:wa %ii'aiuei'v,b„u1 \� >` '`+i+i{i:+°+:1°� ...�: °ji�i+i.+r�.:• .-: � •r�°�L:�!+a"' ..:' V .._. '�%+/+i::9°1• - '•�+r�:::1°�: se- TERMS AND CONDITIONS The Permittee Michael Phillips,residing at 1000 Sound Drive, Greenport,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. I:i L James F.King,President ��OF so(//yO Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O l0 54375 Main Road P.O.Box 1179 Dave.Bergen Southold,New York 11971-0959 John Brederheyer A Michael.J.Domino Telephone(631)765-1892 `,oU '� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 22, 2012 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Rd. Southampton, NY 11968 RE: MICHAEL PHILLIPS 1000 SOUND DR., GREENPORT SCTM#33-4-3 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., February 22, 2.012: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit#7646 to relocate the proposed swimming pool 5"closer to the westerly property line, resulting in an approximately 6' increase in the bluff setback to the pool;. and enlarge/reconfigure proposed on-grade masonry patio on east side of pool, as depicted on the site plan prepared by Elizabeth McQuilkin last dated January 23, 2012. This is not a determination from any other agency. Sincerely, Jam .F. King, Presid Boa of Trustees JFK:Ims James F.King,President QF S0!/r Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O� Ol0 54375 Main Road P.O.Box 1179 Dave Bergen [ Southold,New York 11971-0959 John Bredemeyer G p� Telephone(631) 765-1892 Michael.J.Domino '0 - �ycoulI,� E C E � W E D BOARD OF TOWN TRUSTEES J U L 13 2012 TOWN OF SOUTHOLD BLDG.DEPT. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0769C Date July 12, 2012 THIS CERTIFIES that the demolition and reconstruction of a single-family dwelling, swimming pool and appurtenances; drainage system of leaders, gutters and drywells; non-turf_ buffer planted with native vegetation up to the CEHA line; removal of sanitary system and installation of new sanitary system entirely landward of 100' setback; and new driveway At 1000 Sound Dr., Greenport Suffolk County Tax Map#33-4-3 Conforms to the application for Trustees Permit heretofore filed in this office Dated 4/27/11 pursuant to which Trustees Wetland Permit#7646 was issued on 9/21/1 land Amended on 2/22/12 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 The demolition and reconstruction of a single-family dwelling, swimming pool and appurtenances; drainage system of leaders, gutters and drMells; non-turf buffer planted with native vegetation up to the CEHA line; removal of sanitary system and installation of new sanitary system entirely landward of 100' setback; and new driveway. The certificate is issued to MICHAEL PHILLIPS owner of the Aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUiVY @Stony Brook 50 Circle Road, Stony Brook, NY 11790-34,09 Phone: (631) 444-0365 - Fax: (631) 444-0360 - Website: www.dec.ny.Qov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT April 7, 2011 Mr. Michael Phillips . 7 Shady Meadows Lane Syosset, NY .11791 Re: Application #1-4738-01437/00003 1000 Sound Drive, Greenport SCTM#1000-33-4-3 Dear Mr. Phillips: Based on the information,you submitted, the Department of Environmental Conservation has determined that the property landward of the topographic crest of a bluff in excess of 10 feet in elevation as shown on the survey prepared by Elizabeth G. McQuilkeri last revised 3/7/11, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no,permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of.the-tidal wetlands jurisdictional boundary, as indicated above, without' a permit. It is your.responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area-between the jurisdictional boundary`and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other-agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator . cc: En-Consultants, Inc. BOH-TW file TOWN OF SOUTHOLD NOTICE OF DISAPPROVAL DATE: June 16, 2011 TO: Robert Herrmann for Michael Phillips 1319 North Sea Road Southampton, NY 11968 Please take notice that your application dated June 9, 2011 For permit for demolition & construction of a new dwelling &accessory ISP at Location of property 1000 Sound Drive, Greenport, NY 11944 County Tax Map No. 1000—Section 33 Block 4 Lot 3 Is returned herewith and disapproved on the following grounds: The construction is not permitted pursuant to Article XXII Section 280-116A(1), which states: "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100' from the top of such bluff or bank." The site plan indicates the proposed dwelling at 82.32' &the accessory pool at 65' from the top of the bluff. 4,1 Authorized Signature BOARD MEMBERS Southold Town Hall 1 Leslie Kanes Weisman,Chairperson 6OF so�jyo 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer ac Town Annex/First Floor,Capital One Bank George Horning �Q 54375 Main Road(at Youngs Avenue) Ken Schneider ��COUNTY Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15,2011 ZBA FILE: #6500 NAME OF APPLICANT: Michael Phillips SCTM#1000-33-4-3 PROPERTY LOCATION: 1000 Sound Drive(adj.to Long Island Sound) Greenport,NY SEQRA DETERMINATION: The Zoning Board of.Appeals has visited the property under consideration in this application and determines that this review falls under the Type.Il 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 July 20,2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. UAW: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated August 24, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided the following best management practices are followed: Landscaped buffer landward of the top of bluff including the entire Coastal Erosion Hazard Area,relocate drywells to landward of the proposed residence. PROPERTY FACTS/DESCRIPTION: Subject property is improved with a single family dwelling and in-ground pool. It has 100.00 feet of frontage on Sound Drive, 382.00 feet along the west property line, 101.25 along Long Island Sound and 376.00 feet on the east property.line as shown on the survey dated last revised March 29, 2011 prepared by Lisa McQuilkin,LS. BASIS OF APPLICATION: Request for Variances from Art. XXII Section 280-116A(1) and the Building Inspector's June 16, 2011 Notice of Disapproval based on an application for building permit to demolish and construct a new dwelling and accessory In Ground swimming pool, at; 1) less than 100 foot setback from top of bluff for the dwelling and accessory swimming pool. RELIEF REQUESTED: The applicant proposes to demolish the existing dwelling and pool and construct a new two story dwelling at 82.32 feet with an Lin ground swimming pool at 65 feet from the top of the bluff where the code re uires 100 feet. The requested bluff setback for the proposed dwelling and in-ground pool are greater than what pre-exists. Page 2 of 3—September 15,2011 j _ ZBA.File#6500-Phillips CTM: 1000-33-4-3 ADDITIONAL INFORMATION: The Board requested information from Suffolk County Soil and Water. In a letter dated August 12, 2011, they stated the bluff is stable, the soil is well drained and they do not anticipate any adverse impacts on the stability and integrity of the bluff or other natural resources. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2011, at which time I 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: I 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of j the neighborhood or a detriment to nearby properties. Adjoining properties have structures set closer to the bluff j than this proposal. Several dwellings in this.neighborhood have in-ground swimming pools in the rear yard with non-conforming setbacks. I 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. However, the proposed location of the new dwelling and in- ground swimming pool are being setback further than the existing structures. The front yard of the property is landscaped and due to the proposed location of the septic system and drywell, the proposed location is more feasible for the applicant to pursue. 3. Town Law $267-b(3)(b)(3). The variances granted herein for the proposed dwelling and proposed in-ground swimming pool are mathematically substantial requiring an 18% and 35% relaxation from the code, respectively. However the proposed setbacks are greater than what presently exists and would bring the proposed structures into j more conformity with the code. i 4. Town Law V67-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed structures will result in a net decrease in lot coverage of approximately 3% and the required storm-water management will be followed. 5. Town Law 4267-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 $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling and in-ground swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. ' I 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 Schneider, seconded by Member Weisman (Chairperson), and duly carried,to jGR:A�?N�TT,�thevari ance a�apliedfor and shown on the survey dated last revised March 29, 2011 prepared by Lisa McQuilkin,LS. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current_or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. I r Page 3 of 3—September 15,2011 y._ ZBA File#6500-Phillips CTM: 1000-33-4-3 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman (Chairperson), Horning, Schneider, Goehringer. (Absent was:Member Dinizio) This Resolution was duly adopted(4-0). t • i Leslie Kanes Weisman, Chairperson Approved for filing �j/�U /2011 i I i i I i I I i I I i i I I o � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION:S.C.T.M.#: THE FOLLOWING ACTION5 MAY REOmIRE THE SUBMISSION OF A Q� 1000 33 4 3 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN is R Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW PORK. SCOPE OF WORK-PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT es No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 37,285 S.F. Generated by a Two(2")Inch Rainfall on Site X Elthe Scope of work for Proposed Construction) (s.FjAcres)) (77us item will include all rim-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site improvements and the permanent creation of construction activity? impervious surfaces.) (S.F./Acres) 2 Does the Site Plan and/or Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish and remove existing single-family dwelling, Slopes Controlling Surface Water Flow, swimming pool,anTappurtenances,and construct farther ftom 3 Does the Site Plan and/or Survey describe the erosion X e b u anew two-story,single- amily dwelling an swimming and sediment control practices that will be used to pool,each with a smaller footpnnt;install a atria a system or control site erosion and storm water discharger.This Item must be maintained throughout the Entire leaders,gutters,and drywells;establish in p ace of existing lawn Construction Period. along the top of bluffa 15- oot wide,apEoximately 1,500 square-toot nonturt buffer to be ante with native vegetation; 4 Will this Project Require any Land Fillipg,Grading or El P g Excavation where(here is a change to the Natural remove existing sanitary system and install an upgraded sanitary Existing Grade involving more than 200 Cubic Yards system located entirely landwardof the 100-footbluff setbacic of Material within any Parcel? and beyond Chapter 275 jurisdiction;an insta a new driveway 5 Will this Application Require Land Disturbing Activities ❑ beyondC apter 275 Jurisdiction,a as depictedon a site plan Encompassing an Area in Excess of Five Thousand prepared by Lisa McQuilkin Land Surveying,last dated Marc (5,000 S.F.)Square Feet of Ground Surface? 15,2011. 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP R qe uirement% or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is re_guired for an Construction activities involA son Beach? disnrrbarrces of one(1)or more acres;including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger wrramnplan that wDl ultimately disturb are or more acres of lards; which Exceed Fifteen(15)feet of Vertical Rise to milaingcorwiructionadimuesnwolvingsoildishnberresoflessthancrie(1)acre where one Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES pernut is required for stormwater discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious -1 X for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOL The NO]shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. e 2.The SWPPP shalt describe the erosion and sediment control practices and where 9 Will this Project R EI quire the Placement of Material,required,post-construction storm water management practices thatwill be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(This hem will NOT include the Installation or Driveway Aprom.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, 3.All SWPPPs that require the post-construction storm water management practice a Storm-Water,Grading Drainage&Erosion Control Plan is Required by the Town of component shall be prepared by a qualified Design Professional Licensed in New York Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. that is knowledgeable in the principles and practices of Storm Water Management OM AChwkMirk or AisNerfor eadiQuestionis Paquired for a(cirliletedAffilcation STATE OF NEW YORK, couIVTY of SLTF FOLK-_............................ss That I, ROBERT E.HERRMANN -.-------------being duty sworn deposes and says that he/she is the applicant for Perndt (i�rrecEirsinicYalsigingI�ansLj AGENT FOR OWNER And that he/she is the (Otis;Ctrtrartcti ErtOEfi�do 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 knowledge and belief;and that the work will be performed.in the manners set forth in the application filed her Sworn to before me this; 1 STf pay of APRIL •---- ---------------- - — , Notary Pu20 11 '(signature ofApplican•t)-------------------- - 06/10 --- NOTARY PUBLIC STATE OF NEW YORK C0MMI-SSION ; Na - 5015931 OUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20n Town of Southold Town Halh'Anr ex Telephone (631) 765-1802 1 .1 54375 Main' Road` Fax (631) 765-9502 .P O.. Box 1179 .". ro`ger:richer'tOtown.southold.ny:us Southold'NY 1`1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: JANUARY 27, 2012 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 , t ]OBSm INFORMATION NAME:. JNS CONTRACTING, LLC ADDRESS: 1.000 PHILLIPS DRIVE CROSS STREET: GREENPORT NY 11944 PHONE NUMBER: OFFICE # 929-5500 PERMIT NUMBER: 36821 TAX MAP DISTRICT: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION N 2500 SQFT Is job ready for inspection: I WILL CALL FOR ROUGH INSPECTION Do you need a Temp Certificate: PLEASE FAX TEMP N 361-6442 TEMP INFORMATION (if needed) Service Size 200 AMP New Service YES 2012 Additional Information SERVICE IS OVERHEAD TO E � �i12 • � G.DEPT. .' f 1 I TOWN OF SUUT�OLD BLDG.DEPT. TOWN OF SOUTNOLD (7U a. P 368 �—I J BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted: !I IO_f 1 Date Reviewed: 1-4- r I P , Applicant: Owner: Architect/Hughree� ��✓"`c Estimated Cost: d0 SCTM# 1000 — _ _3 Subdivision: Zone: "k7o Conforming. IVO j ' Property Address: 00a .��9�Y ��-'� City: ��� Pre COs? Building Permits (Open/Expired): BP s— 2Z/Go Z- ,Info: - BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y orODetermination: SToRf.AW. .RuN-�. F: �fC REQ. Lot Size: I{'o) o0o ACT. Lot Size: 9'3 0,S1.g-a- PEQ. Lot Cov. do°7o ACT: Lofc;ov. REQ. Front_ 4fO ACT. Front REQ Side /S ACT. Side AO REQ. Rear 'moo PROP. Rear ffA32 REQ. Height. 3 5' ACT. Height 3o Rea. 0*TH SIDES 3S A CT *A ,3 3- Project Description. rut, ; 3 3 W -� Waterfront?06r N? F' CcrJz/d�a 'e� If yes, water body: �. s5 ' N 0 Panel# —' Flood Zone: -- B.`ulkhead/Bluff Distan�: c-e.Pl�a>L -wclz_� w W �- ADDITIONAL APPROVALS REQUIRED PLR N S(if) SIGNED,�QRVE.Y Suffolk County Health6or N- If yes, *Bed#: 4 *Date: PA I fl *Permit#: 910_ 11-00 17 Town Septic N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y of I - Date: �/7//l R�#: 1-473T W37-Od.g03 r NJ Letter Notes: ti Southold Trustees: &r N - Date: /p/q/ rr Permit #: 70W6 or NJ Letter=Notes: Southold ZBA:gr N - Date: y //S/ Permit#: �50f -Notes: Southold Planning: Y 60 bate: _/ / Permit#: -Notes: Town Landmark C of A: Y o&DTE: / / *NYS CODE-Compliance (page 2): Y or N CoNT94CT49 IICE_NSC I-I/4BlLITy —..1A/o!i?klyiz:NS CoMpe�NS4-r10 v — Notes: -(l Fee Structure: Calculation: Foundation: 16 SF g $ X $ .*0 =$ 1 I 53,P 6 0 First Floor: 9, +6 q SF + Initial Fee: $ 0 0 , 0 0 Second Floor: I eq-51 SF +Additional Fee ( : $ Other:D r` X937 SF) Xg q „SF X$ . 30 =$ 70 Total: SF +Initial Fee: $ 0 0 , 00 + Additional Fee ( �: $ C of o FEE) AS BUILT FEE TOTAL: $ 3I �,3 •30 NEW YORK STATE CODE COMPLIANCE CHECKI.,IST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: -- Ground Snow Load:ZO . Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIlZE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN' FLOOR JOISTS:YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: N EGRESS.S.7 S.F.: Y/N ti LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM C%" LOCATION OF DIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCSON (RESCHECK) 9410 0& TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 1319 North Sea Road Southampton, New York 11968 631-283-6360 Fax: 3-6136 EN-CONSULTANTS, INC. www.enconsultants.com ENVIRONMENTAL CONSULTING June 7,2011 REQUEST FOR LETTER OFDENL4L Patricia Conklin,Plans Examiner Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: Michael Phillips 1000 Sound Drive, Greenport SCTM#1000-33-4-3 Dear Ms. Conklin: In regard to the above referenced property, enclosed are the following for your review: 1. One(1)Building Permit Application. 2. Authorization. 3. One(1)survey. 4. Application fee of$50. I trust this information shall-allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sinc ely, Robe 'E.Herrmann Coastal Management Specialist /khs Enc. Ll -K-.. . CUSTOMER 'ORDER FULFILLMMT� nBFT, November 17,2011 Double Pole Electric PO Box 130 , Nesconset,NY 11967 Re:Dem.olition 1000 Sound,Dr.,Ghee p6it,'NY— . T101294466 Electric;T101294510 Gras Dow Six: This is to advise you that the LIPA electric facilities and NatiomdIAM10S facilities at the above reference•location have been removed. in accordance vwhh the New York State Viral Business-Law C tex 818,Indusp W Code Rules 53,please inform the deMlition emtractor to Aotify.,- 'A�TELCO,Utility Control Center az,1-800-272-4 480,48 hours prior to sag woii to'request a mark out of the utilityservicex writhe area. 1f you have any questions regarding the move,please conW Q&6*er.Order Fulfillment at 631-548,-7042. Very truly yours, Anthony stall e Manager C� Customer Order Fulf llrnent • �0�(.` �� 2011 • : . g�DG.DE.Pj•DDD • •..SDW�DF SpUjH TOTRL P.Ot Z0/Z0 39dd JNIi3V81N00 SNT I099-6Z6-TE9 96:T1 tiTOZ/LZ/ZZ OF SOUj�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �yCOU01� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 3, 2012 Michael Phillips 7 Shady Meadow Lane Syosset, NY 11791 Re: 1000 Sound Dr., Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your elect rician) / A fee of$50.00. Final Health Department Approval. Plumbers.Solder Certificate. (All permits involving plumbing after 4/1/84) / Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final.Fire Inspection from Fire Marshall. Final Landmark Preservation approval: BUILDING PERMIT: 36821 - Demo and New Single Family Residence i f. •e ' ._ Y ", , 'i _ 4 ••Try, '`1't ";- S`•' L♦ •B S,` '- _ Y , . • ' rt: TEST HOLE BY. r A�IcDONALD G SCIEh .L' + 0//]��> DECEMBER .2, '20 f 0 . .. L. 52.0 , I ROAN- B LOAM OL U EL 50.0 s. p BRGiIN S/LtY SAND ,.i, 't' AP"LINE -""•.^, (J, , WITH GRAVEL IN LdYER.r ,. 0 f - - SM WATER fN BRO N SII:Tf SAND W WATER LINE AS OF, :. ,.♦ _ lQ A w ,` EL.-6.0 o1 TO i( r WATER I BROWN FINE EDICIY SAND { co r. b _ w �'0• /'^_ LATE° NCO ERED 55:0 fit. BELOW SURFACE 'a '"i`: 7 ., ,.y', +•ram �` ♦ , ._ .. , ♦� a 4,' •a-•rig ' 1 '9 U ry , , F SLUFF ,, �. \�.\,q6 e. . . F 1' BOTTOM D B- . ..\ fS., b 0 \CC to .� 0�"'\ a.' t "14- 1,6 STOAT BCACX RETALNiNC'HALLS S.- 20 9 1' a+.. - \ z .=.. 5'.. "., aveRA B of fi: .. 1 ,S' .. \ , • 4 --:. FtA fi TBR N 2 *••.,.' , F YE~`fS IED �' A L1 B .apM if.' }v ti y _,•- , \. e (PER froE CHART) 4Tills DAr '2 �.. E 18 ,WOOD 5•- yv , •J. t _ I CS , '.i s g r. ti h• 't .9Q a 'FS 1rQb w D \ •f#L s 5 STAIRS 1 FEaA ZO N12 14 pq - 1 a .m C• `� 16 2 •t \ 0 N. . JD B �.. A AT LINE A3 4 .. y3 h.•w �; cA n S LE FROM E A YAPS TOP of .I1FF \ f F Y P B 20 a 1 "`". J A t 22 4 z` - PROPOSED1lS.A E fiJ \. V.4't :•h p 2 8 _ N N TURF LEFFF.R t..Y• B TO < e \ E 1." w. B P ED fiITH s'r aV i TNE'VEG, T10N. N FfA 4 , ems, L g - y -,PE MA ,s' A 0 _ E _> � 4A , oPo`se ��PROPOSED`LJX P'fLf YL S 0 YBA E > y . v ^-4 - RE >r" O `-- z TO P ATfi RL'NOPF VENT. R , 4 w 0• uw.Nc 619N r u ION'ONTO ...--- h _�. ...D s R cr - 0 *` a .: _ .. `ADJO ININC PROPERTIES 4 V , MAIL) 1 0 TES dr , 5. P- M 1' A .r-•• , iF sr y `Y F t• Q f` E r K' `Ay , a. 5 -SY } -CEHA BOUNDARY uh'B AS,SCA13,'D t. s 0. �/ 4 r £r 52-^ rl. ., PR DL' ,E Y-..-.•: P M NYS L' COSTAL ERO !O , : ^r �i C T S . G r ti t ri.�;• SEd • rpEXCd' 9 -- AAz ARn A - J ` PAY4P PRPI l EXISTING 0 � G.4 OA.TROY PoriLJ 4,� I.G. POOL 'r. n BE _i REMOVED , C � , �'"1,• .. , ' _ s - Ri -PROFOSED PO 1, RYIIELL ' r 4� E 5E 20.0 MINIMUM FROMM P OOL r r �• :.y f5 00�- r rH Lw 55 38 32- _ - PROPOSED R001`DRYMELL , `► OPoSEb lPTYPIdP PROPOSED / -SEE DRALVACE CALCULATIONS- �'. rob fo.o{4.Oft:FJtOM PRQPERTY LtNtJ : 0 0 A 4. " Z A(rN D iF , ".'LC.' POOL T Y _ >,• 1 ST0 - r.�^ PROI�SED S' -.;• STING--E R}" 'PROPOSED MASONRY` 8.D O I , •g �L.SONRY PATIO t PATfO.AROUND POOL m FRAME D F RESIDENCE:t a N Y Y co< O FROM F 3.F 3. F POOL C 5 , 7 3. f 5O I FP6 9 0 TO Bf.` f.4./12k` R MOYL'D pr r1 , } 2 z oae AREA OP C' 'r 9 N E%ISTIN I}OST� • ------+� . � 5. AREA OF EXISTING POST A f •. •O E7.5 ILOD J4AL 0 1 f Er f .O S N 6 5 r'f• a'PE CP f0 FE,REYOVED AND' - / g. ;tr p C . $ 5 FENCE TO BE REMOVED AND _ _ STK'' od )PROPOSED PORCH - „ r - ♦ '.REPLA ED IN x. N tri � - C!!A +LIh PR CE T0� 1 41. rr REPLACED CH LINK TEA E TO .. tiiF =�r MAFCll EXISTING CHAIN'Lt1GK fENCP r7.46 Y.DO SET MATCH XI TIKC MAIN b' t '' PRO' SED- _ :I E S AA. LINK FENCE • � - tKi _l_ - STKS ram%; J`00 �. CELLAR ENTRY - - _ 4 �• 100f t. 100 t. .' A -...� D E LING At _ 'Y c A ANT D�' L NC •.. _. EL I-_-�' PROPOSED ... O O PUBLIC.NATEH ..,".': iodn-oss.Qo-o4.0o e+Oz oso .: s22.38 .. . -�:: - -- 2 STAR} 1000-093.00-04.00-tl04,000 PUBLIC HATER' L:E.ND Nor OR Fowwr " 4 1354 $ � "� ~~_� LAND NOW OR fORNF.RLY fOBO 033 00-04.00-ODS.00O ". '.•LAND NOfi OR fORYf.RLY "• .Sl?7SSA I(A)RAfIdL15, iANET 1CARAAlIJS: S� RESIDENCE' t+ JORN BLISS, PdL'L BLISSHRISr 8 XARY C. 5TR4TACiS. t'HIL"At TNEODORA EARANALiS XARlA XARAHALIS to (fF 57.5) v --AFPROXIMATE LOCATION AF s PROPOSED',(** `- ' EXISTING SANITARY SYSTEM HIGH PE.a la oor TO BARD{ GARAG AEA ONED,AS PER 0� SMI STAADARPS. . f" $ PftOPoSP,D .(CF 5.:2) 55 :,' PoRC I N sanitary n Abandonstient of existing..ar.i� system must be in 9< • as •0 y» J" s PR POSED �"Y t'•' o 'S 1 PROPOSED _ 5 'F. POE N° yF _D SA /T.dRY . 1 _ALKR'AY � •.1-" __ E'n .s►..;r� ♦n•.'� n, .4-.°n+�t r^• � f�.^'e.t �"+♦ i _ Ir:° r •EXCAVATE TrOX -8.0 AND 6 ST :.art � w A„� ,,._ �. .�r'..:�. �... >_nt brt t--. DOWN TO ELFVA -PROPOSED °" s Rk'PLACEa WITH LEAN SANG A,Nl1 GRAVEL •5, i/ \�a ., ' h f completed form WWM-, as proof. •EXCAVAr)0N INSPECTION dR/ST BE OONF, �� 'G o �� VIOUSCILIVFL - t Y a ! „ . �, Z I DRIVEWAY/ ON-SITE BY DEPARrYEk`T �. f I YIN I'%Mld� M s - - _ .. ,• 'y •' '- -14\ PRCPOSFD LINE OF HA MALTS - fit. O , TO PRF,VEYr WATER RUNOFF A 'LOT'`-COT'F,RACE':CALC�tLATION `: .- t DURING CONSTRUCTION ON • r, .ADJOINING PROPFR77F.S BUFF o , OLK COUNTY 0 b EPARTMENT OF HEALTH SERVICES LOT AREA TO 'CEHA .LINE d o 5�- z.° (SEE KOTES A-MAIL) S tnS ..Ct 6 .. � �r k ` " 'S EXCavatl0t3 p H PERa�IT Fay APnrOVAL OF Ca,aS f23,aS8a22 .Sq.FL=0.5293 �ACItE5 ' .,.; 1' RUvTIO'� FOR A •'ALLONABLE COVERAGE:'4;St1AS4.°Sq:Ft.' _ 20.00Y . F , =0ti'.. r' nl�cxry`sy.�stilt i ' EXIST NC° 07' 'Ca RACE•61 ,�,}} } ':�'' `"f I t SMLG t MINLY REEMENCE ONLY ' _I ._+1 s Q u r� }h Dy addle '✓ t '`_APflROXIYITF� I01ATION W.. 2,259.82 S .Ft. ,-HOUSE g Health P o-- i Dip EXISTINC.WA R LINE s', q y s�a s .Ft. DECX'' n o .h ATE 1 _ a. .r ��-AREA T: ACF E NO T . i�0.Y R , t '66 5 _ , , 9.4 'S :Ft.' POb q L - } , - BE DISTURBED\ :f 9 APOROVED- 3 28.32:S .Ft y.02M xLOT CO •RA'GE ' q 1 !y AS PER HOMEOWNERS 1 ;'`+`, ' l2.0 (PYISTiNG GAP,DENSJ r' '> W y 2. Lh- {, _ Fori M AXIM U h� 5' 5z 0 F D- RO aMs P D aT�SLR COYERdG.C: e P 4 z,o3z.25 S .Ft HaysE' 1ss EXPIRES THREE �� q El~YE AR5 FROM -.� DATE OF APP PR OVAL_ L� l OR 542a92'Sq.Ft.�= 'PCH' 1 1. .F 839y� nO `r',. • .SA , � ,.1'^ . f �`�_rL•,t. COVERAGE",.- t OV"ER ACE»'_ » �>• - N -48• - - . lRF.D CAMP BELL L FOCND RY No10n ( FRAME d COVER A D REINFORCED PREC T OR lUfP B L1 R E-1DCALM CHIMNEY(A RE LN17ARYDy GN 0 09 , J . U rs n 1 'D CRA11 11 Hl . v FIVE-SIX.'9EDR001t:rSYSTEM:I/THREE=FdUR.DF.`DRa031S �PRUPOSED r Oft. --�♦ - _ 1 ) /lI))� jn� ~-ABf- ,.,v YIN. Y .SOLID PRa *', [//Q r r CX/a v. ; _ COURSES- a;„ t,500'GALLOh SEPTIC TANb. '. j+l ��j TI.YG W - RF/tiFOR('8P DOME ' 1 fD'0"DI, METER X'13'O"DEEP"LEACNTNC:POOL, y`4 4 y''" P)AREA-;Fr4R -A r507 'FUTURE EXP2A 101v, : . W Xoa {_ 10'O"DIAkitER'1'6'6"-:DEEP''I?OOL - ,' •-EXGAYATE DOi�1V Ta ELEYAT,CON:=S:a AND1REPLACE' 1Y1TR 3; I <yCLEAh►-SAhD ANIi GRAVEL: _ y .,'•': -+ _ -: w .Fy7 $ rRrhsr l'TRY cR.uN RMCs c,, Ll EXCAVATION;INSPECTION_MUST BEhDOJVE aN-SITE.BY . �j q. ` 'HEALTH•DEPARTMEh� '. ,' o� cs I ;�7RA 1VACL"C'ALCULA?'IONS. CONCRETE .. CRO Nn Ar�'R DRA uu. 60F.DRAINACE T D D FoorPVG : . a .8E' IYERPE 47A 1•Y..f LEADER •• - +'�•• _ - " - \-..M1 ,SAND AND"A FRUL iD Nt CGRAR / , &»-GU7`TE'RS T4 DRY..'1YELLS RAcrrnL YA L roNfAPArac tsss y •. .. - /UId t.IND S(Yf'AND cur. . DESIC1VEb:IcdR ;2 �4AIN.'FALL ' " STAAE NOTES. Y/fPRfll r0.i_ - - Da lYlaRfto Ir NAfi,2 '� - _ > - ,.YATPR/ALS ARC WMAUtUft TO at/ oUS ,° �': 2;575.f •..S .Ft:''X„ e.iSS7:�' 429.28 Cu.Fi. v.�Nenuu aT rat eacrNIT& ( �.'• •'ON MARCH 1, 201 f SET,(3) 'STAKES ALONG THE. REAR OF THE „ .°'429.2$-'S'u.FC. =:42.2d'r° f0:16 .Yf RE JINDIfEL17NC SAND ANd CP,APEL srjun' Q•:`' y r FLOW 4- : NDUSE..LINE EXTENDED AND. 2 LATH. T. HE 00 4' M ( ) LA A T POOL,CORNERS- USE ERS. ,a,. USA' i'):8.D .DIAMETER X f i'O"'-DPEP, LEACHING DRYIQPI L' .. :' ` : ' '.'. *: f ''', . ,= : t CONNECTED IPITB ;4":PVC RSDR` 35,:.; L 2 (EXISTING HO(ISF, ENCUIfBERS. STAKE OUT OF EXACT CORNERS LEAC�IING 'BASIN AVLl FIRST S A fiAR OF THE PROPOSED HOUSE). (ITEM f OD-TYPE t) - (NOT-TO SCALE ?r «. PREYIOC'SLEY LAID BALE LOW OTE(� - NOTES: , HA BALE. •'EXISrINC AT• NE A • r ► BALES SHALL BB PLACED AT•ME TOE OP A SLOPE OR ON rHE CONTOUR AND- N A now .N S-� ER LI ND SANITARY-I)VFORlld?'ION,AS'PER ROMiOiNER, - ,.Y� /' ;�.��' 1 WITH f D TiCATLY ABUTTl.NC THE ADJACENT BA LEE. , NCT,' O TI O �' ;,,.�.. • . EACH BALE SHALL,BE EMBEDDED IN THE SOIL A MiNIMUM OP YOUR (4) INPHB5 AND PLACED $0 THE BINDINCS ARE HORIZONTAL. " E L CA aNS.T BE';VERIFIED ,�'RIOR.'TD°'ANY`EXC�iYAT1aN.'.:' ', A::- f:' ,:;~ -'' , _� , t. :-„ ,-i : `' -' • BALES SHALL BE SECURELY ANCHORED IN PUCE-BY•E1Tf1ER TWO WOOD STATES'OR RF.RARS DP.IVE.N r1IROL'Cfl T1fF. BALE.:.THE FIRST STAVE IN EACH BACJl +'EXISTING'SANITARY•SYSTEM 'To BE,ABANDONED AS:PER 'SCDHSSTANDARDS: :i '. •' *. SHALL BE DRIVEN,TOWARD THE PREVIOUSLY LAM BALD AT AN A.NCII? TO FORCE THP. BALES TOCPTHPR. STAA�S SHALL BP DRIVEN FLUSH WITH EACH BALE.' - `' + W. #> , '' • PERIODIC INSPECTIONS AND YA/NTENANC,E SHALL.BE PROi7DP.D ANP REPAIR OR REPIACEME.YT SHAid BE MADE PRO.VFTLY AS REQUIRED. SEDIMENT SHOULD'BE NO !'ELLS '11'1THIN:iSOftr`'OF .THIS.PROPEIiTY. :`' ' '' ti y: `''`',(TA/ '.BAL DETAIL RFMOVP,D WHEN!T P•EACHES A DEPTH OF ONE-HALF. BALE H%JCHT, ' ' +ALL';SU RO ND If :' `$' BALES SHALL BE RE.yOP D AT QY A R U ING'1J ELLINGS ARE':SERVICED PY% PUBLIC•,)rATER. .'' ;" :NET ?Q scAi - % E THE COMPLETION OF THEIR L5EFULL LIFE SO AS NOT TO IYPEDP STORY'PLOW OR DRALVACE.' • AFTER REMOVAL, THY AREA BENEATH THE. BALES'SHALL BE RESTORED TO THE ORICLNAL'STATE. . , :LF,GENP .. OWNER: f; :;' , .. ;=: PROPERTY'INFORMATION 11RAWING INFORAfAT1aN: of Hew r ; FF ` _' FIRSfi:'FLODR . : �' ., �� G.Mc _.. 'SURVEY OF LOT i9' fICHAE`LM ttibTlLLIPS< j ORIGINAL.�lREA. .37,285.d9.`Sq.Ft : S'CALE..1 -30 {{ �! �'�� pG - LISA --Mc UILKIN AS SHORN ON MAP OF `{- GF` GARAGE FLOOR at u a 0,8559 ACRES, '' DRAiPN BY� RFK.If. 6' 0 RC :r ,RIDGE IfE1GHT • s - -, LAND SURVEYING '; EASTERN SHORTS '• LOT AREA'.(TO'CE'HA.LI1VE} ?FILE:'No.:w$020 t 0 ^r i rC. .' TOP",OF::CURB :i '`` t23,a58��2 -Sq.Ft=Q.S293=ACRES ;D,lTE: FEBRf1AR}' 2, 20f0 w 9 AT GREE BC:a - o° NPORT^ 84TT M;OFfCURB,j, _ .. " UPDATE- PO: 'OV B 1 * • , ZONED ; R=-'40 ,7RES'IDE'NC`E 7b h EY ER`1 f 20 0 _ r; , 274 EAST MA11� .STREET T]i',,:.�!-TOP;OF.,`'1VALL'. . . + ,� . : ;' = , p FILED: APRIL 27, 1964 No: 4021 ELEYATIONS_IN, NAYD88 DATLT11f W ;Y MEND',TOPO:'JANVARY t 8, 201 t , EAST`ISLIP, N.}.',t t 730 B�.` ,r, BOTTOM OE':FALL' ,3 < .:::>': ":r>" AT GREENPORT, .ToFN.�OF SOUTHOLD, ;-x; ". ::,' -SET LATH: 'MARCH.1„ 2011 r c p TEL: 63 f-2 y7-3605 4 S FFOLK COUNT, NEW YORK D DRAI GE' INLET' .. .'}, •a< ,LO E 7 2 , 0 A LL MARCH O f A . -FAX. 6 f-•27 9 s , 3 �-3 OS I 'S TM: 0 33.a0 O 0 a C 00-0 4. 0 0 03.000' N - 'r N •i>� PR �,'�D L r. 7. c f' ORMpTI0=0 Alral/tW,DR AAW MN rD ISIS bM""YS A RDUfYON OP ar}TDY IM,OP TAl RII MRa MTN TwitATMM"w.COPRS @P TlIS Sfw"YAP ROr JWARMC r7l UND SUR► T),"IMP OR ZM9W.PD BRAT,ARt NOT OWSEDPRtl TO V A ml TAIA 1bPl:DrwAR4?R SROIv PROP PimmuY Lmrs f0 IXISTINC MU#TURES ARa M A SPEMC Pt°RPOFD AND"t,IND AU Nor 1NY"DirD TO CUID1 IN rYl tRS(TINF ' ','j ^.'..--' ;, .+' • 'I '_,:,. PINL7S�'OTIIIR'tTRirfTCAltS,QLRTYf ?TON NPIC10 otRMN SRALL RUN ONLY rO TRt PEPSOR PDR►1MY rot,Yfw"F IS NXPAW AND Ov NIS BURY,,O TNt COAPAIAT OR ICINCItS LISfd URCOI AND TO Tat AS USICN915 OP'=UNDING T"nrf&l,CtRfrPJCATONa ARC RRr T NMIUNIZ r0 AD01Tf0N4L P#171Tfi7/ OP DNS OR St'Daty1JLYT 8•NtRS. � , . `F""•' hr.r; S" t: _ - J V OO SOUND / to, -:4; '•r °;'. DRIVE, CREENPORTQ020' _ R 1 Mj i 'a. •ire r yi.g•. 'F.Yr "1, `'Y,�. �-Y % ,k. , a ..+J ^8' t r, TP i LOT AREA = 37,285 SQ. Fr. M 4O ,qo �/ � N 8 NG NF 42 F a�No . M < O O 00 CD ' O . \To A CO \ W m . 2 29.1' 36, p O existing V, N —� ingrd pool w m. 2 O J 27.5' 15.5' FOUNDAITON I - 3 AI O 1 ' 16.0 t 6.0 - 22.4' 24.0' V.- 20.0' P.. D w O N r N N� S 8s3s,�o w JAN 1 1 2012 b �l SOZI� �OQ 00, s� 2 D DRIVE TMNNLOFSOUTHOLD z THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE FILE No. EASTERN SHORES AT PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND ND USE A THEREFORE ARE NOT ,JOB No.1 1-254 GREENPORT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS, PATIOS, PLwnNG AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. . SURVEYED FOR" UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 19 7209 OF THE NEW YM STATE EDUCATION LAW. GUARANTEESINDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE. MAP OF EASTERN SHORES AT GREENPORT SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMEKIAL SITUATED AT GREENPORT AGENCY AND LENDING INSTTUnON LISTED HEREON..AND TO THE ASSIGNEES OF THE LENDING NEON' GUARANTEES ME NOT TRANSFERABLE TO AmnmNAL IN MunONs TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INM SEAL OR SCALE 1" = 50' DATE 1 2-27-201 1. EMBOSSED SEAL.SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. 4021 DATE 4-27-1964 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-33-4-3 DISK 2011 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866-WADING RIVER=MA NOR RD. WADING RIVER, :_..,--.: NEW YOR 11792 K, N.Y. LIC o. 048992 631-929-4695 HAROLD F. TRA,NCHON JR.- AENN. LI . No' 2115—E r. LOT AREA = 37,285 SQ. FT. \ N 4OA(c U �S N f BASS' 2'�Np Sou'vo 1�125, 44P VNF wd landings and steps o fr shed 4'x6' N FC o 1.9'E (O FC 1.3'E x\il' x \ OA- x 0 FC c 0.1'W c 0 m U 0^ O 'C Z o O O o CV W 28' Cb ingrd pool 2nd s 0FC .7'E Z n � balcony 1- 15.3'x8.5' wood deck 0 ID.4' 14' 28.0'x8.5' / wd deck w/ 2nd sty ce balcony 27.5' above 6'x10' 75.5' 2!STy WEELL� fence post w 0.01w u N 18.0' GAR - - 22.4' 16.0' eo 24.0' tt ° 19 20.0' porch o 40, m Proposed I $ Z $ I drivewoy� c u o s m Eio LD o . / o / % OL water o fence post service 1 3'E I I °a l E r LD NOTE: CESSPOOL, SEPTIC TANK & WATER N S 85 FC SERVICE LOCATIONS BY OTHERS. N o 4� SOUND D �Oa.00• z Rjp� U U � 5-14-2012 FINAL SURVEY THE outs (OR DIUENSKM) SHOW" HEREON FROM THE S1RUMURES TO THE FILE No. EASTERN SHORES AT pRDPERiY-UNES PRE FOR A SPECIFIC P WOSE AND USE AND n*T01ORE ARE NOT JOB No.1 1-254 GREENPORT INTENDED TD Oum THE ERECIWN OF FENCES, wAINAHI WAt1S. POOLS. PATIOS. PLWW ARE#S AWMON TO BULDIM OR ANY 07HM CMSrRUCRON. SURVEYED FOR UNAUIKoRgED ALTERATION OR ADDniON TD THIS SURVEY Is A VK"TION OF SEcnON LOT NUMBER 19 7209.oF THE NEW Yoax srATe mucAnoN LAW. MAP OF EASTERN SHORES AT GREENPORT M AWTIEES OWAIM HEREON %UkLL RUN ONLY ro TIE PMON FOR WHOM THE SITUATED AT GREENPORT SURVEY IS PREPARED. AND ON MS BM? LF TO THE TEE C04PANY, OOVERIWtENTAL ACI:TICY AND UNDMlO MSITIMON LWED HIREON.AND TO THE ASS0*!S OF THE LENDING I MMMON. DUARWrEES ARE NOT TRANSFERME TO ADDRIONAL INSMUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS COPIES OF THIS SURVEY MAP NUT BEARING THE urn SURvUWS e�S&L ORSCALE 1 50' DATE 12-27-2011 " = EMBOSSED SFAL SHAL NOr BE CDNSE RED TO BE A VALID TRUE COPY. FILED MAP No. 4021 DATE 4-27-1964 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-33-4-3 DISK 2011 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, - zs%w^- NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E ' 1 L'&T AREA = 37,285 SQ. .FT. CO Mq,o— Al % �S VNF 88.S S AND _�. . — ._. .z_ _ =• - —-_ -� 42 E SOUND 10 I 1.25, VNF y-5 wd landings i and steps ri - N ; ^} to 'l fr shed 00 FC 1.9E s FC .I 1 � 0 `1 o &28, 'n9rd pool 2nd sty 0.7CE z balcon M m .3x8. ~ 15.3'x8.5' Wood deck O 14' 28.0'x8.5'Wd J 2nd deck w ce z balcony 27.5' above 6'x 10' 15.5' 2DWWEELL FR orn fence post O1 a 0.0'W N 16.0 GAR 22.4' 16.0' 'ca 24.0' �f P 19 20.0' IiAy Named t1 e 3 I ch proposed I o Z o I driveway c / ° O -S CO o Q o sl _r a water ° fence post service ISE = I L 0 E A on/ � o NOTE: CESSPOOL, SEPTIC TANK & WATER o S 85, FC SERVICE LOCATIONS BY OTHERS. o N 35�10'W b: w to/ SOUND DR( �0 /� z VE z 1w MAY r 5-14-2 10 LCrURVEY i THE OFFSETS (OR DIMEasloe,$) SHOwN HEREON FROM THE STRUCTURES TO THE FILE No.'EASTERN,_SHORES-'AT PROPERTY LINES ARE FOR A SPacM PURPOSE AND USE AND THEREFORE ARE NOT JOB No.11-254 GREENPORT INTENDED M GRADE nE ERECTION OF FENCES, R£TA?8NO WALLS, POOLS. PATIOS, PUNTING AREAS.ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION• SURVEYED FOR UNAUTIMM ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 19 Ewa OF THE NEW YM STATE EDUCATION LAW. MAP OF EASTERN SHORES AT GREENPORT GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SITUATED AT GREENPORT SURVEY IS PREPMED, AND ON HIS BEHALF TO THE M E COMPANY. OOVERNIf NTFL AGENCY AND LENDING INSTITUTION LISTED HEREOt1,AND,Tor THE:MIG1NFES OF THE LENDING pjMTR TON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL MITUTIONs TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS SCALE 1 50' DATE 12-27-201 1 COPIES OF THIS SURVEY MAP NOT BFA%M THE LAND SURVEYOR'S OM OR " = RV BMX)SSD SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY. FILED MAP No. 4021 DATE 4-27-1964 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-33-4-3 DISK 2011 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 c ✓ 1866 WADING RIVER-MANOR RD. WADING RIVER, I NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E . •'S .� -. .: , " "'y.i Y,Hy,p�,.,` .. - j 0- -.-*..­1�.I.a.I..g...,I..�I...,I I-I�I..Im.,.�I I.I..-'_-....[I..� 1. 1.,��.,4.0", ,�l LL ff i. iI 1. 11. 11, 1' - - . , - - , . - - -, . '`TEST HOLE BY . , . S E ,. $YcDONALD..GE'0 CIENC . ,� ;k r . - ` . . .1 , ,. , •. - - • , 'DECEMBER 2,:.2010 "' ,, I fL4 1J OL BROWN LOAM , . .. , f n IN 21, 50.0 r I YAP LI.Vf' ` -.�---- )v a&,5 , , . F . , -- _ . BRO*Ar SILTY SAND ?T '`• Y -,Sri,„^i! ' , . . , . . . . , , . 5'SQ ' WITiI GRAVEL IN r..., I s a.,� ' - LOW WATF,R LINE AS.DY— �=- . , SY RATER /N BROWN SILTY SAND t S e i (FCOROARY I. 20 i 0) , .. OCR \.. �, T . F ,.'x, Z`V 1►ATER IN BROM,3 LINE ,T;Y, - , \ SP TO MED1ttM SAND *x, • ' :. axi Co p6 , . "I—, . , : -WATER ENCOt1NTERED ;+'ne `t••r 1 F _ +-2�" M r, _ SS.O/t. BELOW SURFACE ..:., ., . Bnrroil of B�u7f e - : 'S. 6,. °b "�� , :<..5..Y:' 14- ` ` , + - : STONE.BLOCKI, , �; - ;.,v.w;,` 'i ,.�-II..I I...t.,_..I I�.1,�1...I��.I1��.1..I:�.-,I..I...,I�I,"...I��.I.I.���..I.�I..I...)...I.I'..II�..,--.-..,I.�I...�II..:II.I...I�I--..-....1�.,�1.�.0�.....,�I I.I.�,...�I.I'��r—I�..,I.��I II.I.I,��II.�....1 I I..-.I..I...r.,-II.I I I rI,I��..,.I I-.�.I...I.:I I I...II.'....I II..�...�.......0,1._.,�'.I.'......�-.1�_...I...�._.I 1-,..��...�.I.,�.,.1...1_II.i.1��.I.I-I.�.....-I.­......I I:....-I�..r�....-..�..II.,..1..-....I..I.�I II.I.,I......I.I...I��..�..�,-,..I.�,II II..�..,..,..I.*...�1...1�.-.��0��.1.1�,�I..I-.....I.1......I.....I..��I I�....I..1.�I,�-�..I.II.--..'.I�..,...II.I I I.....�'I-.....,II��.�,.�.......­.*I�...��..I,�I I..�.�-.-I.Ir......�.�.-....I....I..,.I.I.-­..II..I.�-..I.�1..I I..I..I.�,I.�'.I I.II.�I.....�II...'.I 1..I.�..­I.�I....1I*�II.�FI--...II�..,I I.I��...,I'.I--I....�.....I..-�..��.­.�­I..��-..�II..�."�.-.�-,�....'.I,..I......I.1.I��...t...I.I...I.,I1�I�I..I'.�..�.II...._..1I�,..�_..I-....I�...I..*I.�I.I�I�..I.�....I�.I.I..,.�-I.....I*..I I.I�..1I..�..�..�.....0..-...�I-..�I.�.tI.I......�....r�I...-.�.�..I.I.�._..-..�I II.I.�.-I.....I..I.I�.I.I.I.-.�..�0....�,...I,.I_­....-.II�.I.I...-�..�..I.���,I..�.1�.�,I..I....I-.���.....�._I�.I...._...I I I.�I II�...-..�..I,.I.......I1.I.I1 II I..I.�..I..�.-..�.�I.:I�.I.-...�I.I.I�.,I.I.-..I I..�.-.I...I.,.-�.....,1_1 I.I...I r.II:�I...II..,I.I..��...�-.I.I....I-��,..I"...�.���..II�.�.I.II..I�I I..........I.I...I.I I.�I..I..��..�..-�I.II I�Irt..,�.�.I.I.-I..-...I�I,.......I.I...II.1I.....-......I I.�I��..I,�.�.,.�....._I. ` ) :f6 5 6 RBTAT.NINC,1rALLS 6�\�. 5 a''b' . .. ., . . .. • 22, tRs _ -- .Z -_7 , \ 5A1 2 AVERAGE HIGH: a . - . 24,... = FRAME,SHED� .� `\ ,e - . „--.A WATER LINE . i6,0 . , 41,i1 . - :_26-: - (6.1 v4►)' -- ``� \B , _., - (PER'77DY CHART) „ ' ; '1 , ' 28- - - S," ti , \ ` 1-a y� t1IlS DATE ",:t `}'',3 .`k�­.'I,�I,.I�-_,I.-rI;��-.,1.I�-.,i.I I J.�--.. I.-,_l-I ..*.�I l-.-,A-1... I.,_.I.,I.l-.4,�l . 9A�. , :WOOD' '�. \ \ \ \,\ � S v 6 ,. .:,+ . 40 =-^ ;,--- "* srerRs� -_ - \` 1 \ \ �'a•` , 0 FEMA ZONE .. ',:,.,::2'', ez__ \:\ \ .\ \ •/ '; /---f2 VE EL.16 . . - /6' -- .,''� ►s -,,;\~\ �?+�?�O "t6 . . I,, rh.f.�-�, ,�1",._.,I,.,-"I-,,.Z�,.i,�_1.-Z-.-.t� �O'..,I:_"--A_6.-�I---.�,-.I.-I-,%.�-.�,'_,',,I— -'.SI m­-..,.—.*I­��...e..�-I r�I E,-.�_--�_<..-.".,5­""--Iv-.�1I1 II---.—ITI�,7 t,I o�,�1.5,1�--II rL_,"­-,,I bI I-6,II_--�'�.,.�.._.I,..�1.I.A..�_.��,.I..Iy�--.-�.._,.N,�F�i_�I1-.1--I-�'-.,I1�-6 0...-'t-F �..-Ii.-.1�,,I�.-....-..**.I_�I__.'I,_f%._...� ��Ia_-,�l....-..._-..�IS o..,..-."'�'�..,.:,,_I-._­_,I-. �I r-_,.�..-jI�m!..`,,-2.0-l���T�:-.�I,, ��I,,'.,.--,�i.Ij..,�I II1,.� . _ ,� ,P°?& e. f B APPROXIMATE LINE AS €' TnP OF BLUFF �'� \" y\�,S?\' ` _ 20 SCALdD FROM PEYA YAPS '%, tx,Fl .— �.z.-�I��,.4.Z f..-_,_I-�-*..r,r_-.0 I,I1 -.I�..,f:yI�.:I,-...I,.oZ,.1,, D,O7.II._'0�.1,-ZA�..Q�-,_ij-­,�I�Oj��z,I I...�--_II�,_I.��-0..,'�_I-D--II1'-_...�,7 z 1-.0..,,-�t-'-.��.__.­.­I�,1,1m,,"1_.,­4 A�,.--���-"4�-.,,_,_'_:�,.._'�,�L. �I,.A�1��._.t.\�-_II,..,,_.I_..--­��-__.�r "_­.\._I.�_I PROP OSED tS.Ofl WIDE ` = - \, .+f� \\ �e� 28 :ki a . NON--TURF Bt1FFFR TO ^�`�p 4\ C��\ .9g`\ 80 20 _ , . , , a ,' , BE PLANTED WITH .. �.� - -- \�-,,\F ,,.,- _ 32 "' ,i,; NATIVE VECETAT]ON �� `�:3' �" *' o� `34 ,,._,, PROPOSED/TNE OF/UYfiALFS- 3 •\\ \ ` `_ 1` ,� -'Tgg FEMA ZONE- .. _, a,,&,. \ �\5 � �-4c�' ,` . ,. TO PRF,YENT HATER RL'NOFP ,, O._ `r�, _� 42 X .. . • DURING fANSTRUCTIO.V ONTO ��� i-• ♦ Gj';k5 �0� 9 46 _ ADJOINING FROPPRTIES �, �,1��1 \ ,�� / 14A {' (SE$NOTES t DETAIL) y US 5 *,3�, v 1 -�.�0 � /"'' N�. . Y� ., 52--- ! �0 / ``-..Sa FROM NYSDEC CD.SiALAEROStO D �"�. f'�31 . / �h . // .HAZZARD AREA MAP " „a j 4 t' *EXISTING ]`,;:. . , , . . . - PROPOSED I Oft HIGN FENCE- / r -•,_ -I 1 - . 0 PTO `, % J (1 Ojt. FI .POOL) a / a.--s_--s + N �2 I.E EMO ED i v; -0. f M '�'� . p 1~" i 7' 1 NY --PROPOSED POOL DRYWELL ',; t (z0.0 MINIMUM FROM POOL) . •„ s :, zO 4 32 �.- 15.QO"LATK 1 "EAT -_ _-�55.38 PROPOSED ROOF DRYWELL • . o PROPOSED POOL EQUIPIFlF,NT / -SEE 1tRAINACE CdLCULATI0N5 ,1 - .I '�`(4 Oft'FROM PROPERTY LAVE) PROPOSED o ,` `TCGi i l0.0/ ^l�p r.t . _.W_ LC.'POOL ' ' 2°iN .�. MIN Dlf I if_I x 'Y. . _ 5�a. a- PROPOSED 11.6 ____EXISTING 1 STORY v",a PROPOSED'MASONRY 8 0 d Y SONRY•PATIO-+ . . '. . .PATIO•ARCUND POOL .. . "d 6.0 FRAME RESIDENCE ,' ''' , . - • (3.Off.'F80M POOL) . , . ce c - C/ ".6 - FF 63.9 - _. . 15.D0, 1400 K ';� w o 22DD TO BE REMOVED c • AREA'OF EXISTING POST d RAIL'_ 5 , AREA OF BXISTINC POST d RAT - `' 1 ,�, !0,0 SET zrs - 110o fr.D r < `' FENCE TO BE REMOVED AND' . , STK ' PROPOSED PORCH. t595 t•OD FENCE TO BE REMOVED AND i,",t . , RfPIACED CHAIN LI.KK FENCE TO QW.00 REPLACED CHAIN LINK FENCE t0 ."., 4 MATCH EXISTING CHAIN LINK FEA'CE. -E'er W-� >.t6 _rt 2.00 SET MATCH EXISTINC`CHAIN LINK fF.NCE ,. 11`y- 'A • PROPOSFD . • - + f DD f t. -a•- .- ----I 00 f t. , � CELLAR ENTRYo4 g 540 A STKS. f 00 t.---- f DO t. '' : -- •,;s D 1r EL INC VACANT n a � '' 'PROPOSED '``- VACANT DWELLINC. „`,N,;; ._ ._� •, , .. , .PUBLIC WATER 100D-033.40-04,00-002.00o 22.38� 2 STORY.-�� � . `"-�-:,_ f60o-039.00-04.AD-004.000 PUBLIC WATER *`«;';',>,,x f000-03.4.On-04.0o-OOLDOn LAND h`OW OR PORMF.RLY . g+ tsSl $ t "LINO NOIIOR FORYERI,Y. 1p00-033.00-04.00-005.000 :,r'.`.'.e, . LAND NOW DR FORMERLY . ALYISSA EAP.AAAUS, JA,VF,T t-ARAHALIS, � . t5g 1RP91DENCE , ).• JOHN BLISS, PAUL BLISS CHRIS'T A• MARY C. STRATAKIS ,w''a, P$IL ! TAE000RA BARABALIS '. M4R/A XARAH.ILiS (FF 57.5) _y' !:• APPROXIMATE LOCATION DF "' '',, PROPOSED'4:Ofr 8 EXISTING SANITARY SYSTEM " . , ' "I I ,p '°k . , . _ RICH FENCE � ;''.''.I.i- ,,: , - 1604 GARAGE TO BE ABANDONED AS PER ' ,, p ,, 0� -. SCDHS STANDARDS, a E PROf O SED (GF 53 2) r ___ 20.00 t,.., ti 16.00 a' PORG71 '� 24.00 . ''•'Y",�?Ye, . : c� B.o PROPOSED' F g'E; - F'} ' PROPOSED SANITARY SYSTEM I I►ALKI►AY - - .. _ - - _.:- �-._-._ --' =NEE SANITARY DESIGN \�- - -- +y -- - - _ , ._._",:,,,,,`1 ` 7, ° •EXCAVATE DOWN TO EI�•VATION_:ab ND! --.g ST , - .!,-� c� - �`��- . REPLACE WfTH CLEAN SAND AND CRAVFI. ", / \ PROPOSED h .W 1,.�'K,'=;''.• . ' -EXCAVATION INSPECTION MUST BE DONE : . "/. . a.g.o �' 1 RPfOUSGRAVEL `n + , .' ON-SITE BY-HF.ALTII_DEPARTMENT /' �' @ \\ /' I DRIVEWAY " h'•r . - . - 1 1 6.0 f0-p ' , . •. , . .- k MIN FP l AII.M. 1 N ,,5 �tl r 1,1I1 . , . \ I v 6 `'" .> , W A 0, o - -\ '. r 'I I !C ' `` 41�„• •'' , �. \._PROPOSED LINE OF HAYEALFS , A,.: � O ,TO PREVENT HATER RUNOFF, LOB" COVERAGE- CALCULATIONS: . + . , , r DCRINC CONSTRUCTION ONTO . - . kz^ - ADJOINING PROPERTIES :I • LOT .l REA (TO CEHA LINE): - o o �e 5Z0 i (SEE NOTES ADETAIL) - ,-Air g 5.- , ram, 04 �. . .f23,058.22 Sq.Ft•=0.5293 ACRES . ..' _ o . , ' •- •"ALLOWABLE COYERACE:,4,611.64-Sq.Ft. .,.20.60% ' • . '^`o • 1 ' ,' • XIS�ING LOT COVERAGE• I, t . . . .� 1 t : 2,259.82 Sq.Ft.':= HOUSE , . So- b /. 1 t� y OF EXLSTI NAC A cRTLIN£ . " ' . • . : ,..4, , b y ti 997.05 Sq.Ft. _ DECK *- �,�__i__ t a ,., 669.45 Sq.Ft. - POOL `. - , �' , ,AREA 'NOT T0, , w� .. . ,1 o. BE DISTURBED ' `' k 3;926.32 Sq.Ft - 17:0279: 'LO?' COVERAGE. . ► ! , . AS PER AOMEOW.NEP, l I- :Ss,-," t,, 12.6 (ExrsrlNc GARDENS) • j'RQPBSED''L01T. CO RACE: ►�4 \ , �p6 ... z 1 ' � -s2 • • ' .. , 44 2,032.25 .Sq.Ft: _ HOUSE , ,.s+s ' . I I , 542.92 Sq.Ft. r PORCH. ` Po . . Ls,. 48-- ^�I E R a,; 6f6.00 Sq.Ft. POOL _ —1 �p . :,N - 'k x 3,f91.17 Sq.Ft 13:8397. 'LOT COVERAGE - - \ h19, �� _ ao " • : CAMP r„` to 4 a.I •' e!� 1 . v H N _4,4___ :.9� ��� - ' ' . - BELL.FOUNDRY No: 1609 „ . 'nt d •�O I- FRAME t'C01�R V.k': '; .,:,t� t- REIh'FORCF.D PRECAST I O �. 1 ►�'' �--- : 1 i156f1 (OR CRATE AS REQCIRBD) SANITARY-DESIGN to t5 fr SQ �— _�_ �. ktl( ,AlYBp , CHIMNEY-'(AS RBQUIRFD) Y`,',I V#l, j jf�T „. V._ • SO 1 ` , v-t _ y B,L ..``'...�-- „ FIYJSAED GRAD a ar.:.FIVE SIX BEDROOM SYSTEM_(THREE-FOUR BEDROOMS PROPOSED) ` i I ( fe )PIPE � , ' - MIN. 2 , _ SOLID PRBGST � RIY : r- toUPSINS , ;,.Y . •1,500 GALLON.SEPTIC TANK. .. J . ' . �' AXISTINC ►ATE' REINFORCED pOME .. ' (1) f0'0"DIAblETER X 13'0"DEEP LEACHING POOL. ' ---�-,-_ . . .R,c4rM .. . . _ ' - w "., .,--��,--,..I',-�.__,�..%.P-.—.-I_..­,".,,,"�I II.II,_,R I._"I�1.',.I,._1-,,_..-,iIr.II­�iI...-,-,I.-'OZ."e,,.�_,,.A.._�,..-,.� •AREA FORA 5D9: FUTURE EXPANSION. yvN - - ' ,, (10'0"DIAMPTER'X 6'6" DEEP POOL) - • , • , -+ L .' •.EXCA;ATF. DOif,N TO'ELEVATION -6.0 AND REPLACE WITH ' . N -' 4• y " ; CLEAN SAND AND CRA6EL. . ' ` , . . . - - = - - - - 'y ; r C, P1R A St'ORll fN R S 0q .'rid' t,.'':' • EXCAVATION INSPECTION MUST BE DONE ON-SITE BY ? • --�_, , ` �' "K �' "''':,t7 HEALTH DEPARTMENT. .. "r - E- 'f �' `�' J;" . , �� �� � � ,r • v ,p�,o VAC,�IyT A F "' vq m Mtn try rs ro ",� _ � f' '1, . -, s,9.00= ZB INAL N1AP. I , •`;, I _ 04OO;oOs.01, � 1 SEE DECISION#' . - - ABOVE . ,. A. '. DRAINAGE CALCULATIONS: - - . . . D t - d = --I . `� tr oii s_emu. cphtcRETa ROOF DRAINAGE TO'BE DIVERTED VIA . . CRDt,NDW>T£R $al DNUINACI 1. FOOTING � " '•, LEADERS.& CUTTERS TO DRY WELLS .. �' . OAD ANA HAFFI r es C,,,+ .` /• 1 � ' SARD AXD N:M161 CONTIfA'lNC YSS- 'Y'".A� DESIGNED FOR 2 RAIN'FAiL STAKE NOTES: : M"ir,m;At womo Ir u •1 ',t.t�*:;, =[A 7r!lL/LC Iltl DITS1tY7NID'TD S=/ ,.,.,�>^t HOUSE: 2, = 429.28 Cu Ft., o NmsrrrAeLl Hr rxr rNclNrrNt >r_° 575.17 Sq.Ft. 'X 0.1667 X (1) ON MARCH '1, 2011 SET`(3) STAAT'S ALONG THE,REAR OF'THE � r, :" LWDERLY/NC SAND A.ND'CRAVEL STRATA r `: ;;w 429.28 Cu Ft. #'d2.24 = 10 f 6 YF REQ.. . . : .:".: ,R. " » FLOW 4• HOUSE LINE EXTENDED AND,(2) LATH AT THE POOL CORNERS. "'. -,1 USE (1) 8 0 DIAMETER X 11 D DEEP LEACHING DRYfiELL � `' "- -- • (EXISTING HOUSE ENCUMBERS 'STAKE OUT OF EXACT CORNERS - LEACHING BASIN . ' ,, ' , "`' CO!VNECTED WITH d" PVC SDR 35. OF THE PROPOSED`HOUSE). (ITEM fOO�TYPE 1) - (NOT- TO SCALE) ^�, `tl,r , ANGLE FIRST STAIfE TOWARD . , . . ,; .x. :'_.V PREVIOUNLEY LAID BALE . . . '-"''` : $".,., 'OT �' ..�=`-, IAY BALE NOTES: .:" p,. ~ FLOW a,a, J * y • EXISTING WATER LINE AND SANITARY INFOP.MATION AS PER HOMEOWNER, "" ;°"`` • BALES SHALL BE PLACED AT THE TOT. OF A.SLOPE'OR ON THE CONTOUR AND IN A ROW WITH E.4'DS TIGHTLY'ABUTTINn THE ADJACENT,BALFS. , - EACH BALE SHALL BR EMBEDDED IN tilP SOIL A MINIMUM OF FOUR (4) INCAB5 AND PLACED SD TAP AINDLNGS ARP HORIZONTAL. " '''v"', , " EXACT' LOCATIONS 'TO BE VERIFIF,D•PRIOR TO ANY,EXCAVATION. - " - "' �.'' . EXISTING.SANITARY S}'STEM TO BE ABANDONED AS PEA. SCDHS .STANDARDS. ' ' �- BALES SHALL BE.sxcLlR£cr ANCHORED IN PLACP. BY EITHER TWO WOOD STAKES OR RBBARS DR THROICH THE RALF,.' THE FIRST STAXE'IN LACA BALL , ;r w, SHALL BE DRMN TOWARD THE PREVIOUSLY_LAID BALE AT AN ANGLE TO F0RCF. TAE BALFS TOCFTHFR. STAXB.S SHALL BE DRIVEN FLUSH WITH EACH BALE. ,N r „, J +fir y * ,'.PERIODIC INSPECTIONS AND MAINTENANCE SHALL BE PROVIDED AND REPAIR OR REPLACEMENT SAAId BP MADE PROMPTLY AS REQL7RED. SEDIMF,h'T SHOULD BE ..'�'`•"`" • ND' ''ELLS WITHIN 150ft. OF THIS PROPERTY. - hA! BALE DETAIL` REMOVED WHEN IT REACHES I.DaPTA OF ONE-BAl,F THE BALE HEIGHT:. ., • '. t, •ALL SURROUNDING`Dl/ELLIh'GS ARE SF,RVICED BY PUBLIC.HATER. r!VaT TO SCALP,- • BALES SHALL BF. REMOVED AT THP, COMPLETIl1N OF THEfR LrSEFULL LIFE SO AS NOT TO IMPFDP. STORM FLOW OR tIPAf.NACE. .• f 1, and . • • • AFTER RF,YOVAJ,,, THY AREA BENEATH TBF..BALES SHALL BE RESTORED TO THE ORIGINAL`STATE•., . ^"- e1„1� LEGEND OWNER: - - ' PROPERTY' INFORMATION: DRAWING: INFORMATION: "- ' a .. ,>r, " pf fV��y - ' I,:I, FF , _ FIRST FLOOR MICHAEL PHILLIPS ORIGINAL ARE'A: 37,2$5.49 Sq.Ft. :SCALE: 1".=30' t �r� •c��.�� �' ; LISA Mc IJI�KIN As UR WN ON OT 1 ," °;;*,., _:.11 CF - GARAGE FLOOR ' 0.8559 ACRES ' DRAJFN .BY: R.K.H. t y ��+� ` Q SH MAP OF a t f: RC - RIDGE HEIGHT FILE No.: Q02D-f0 i ti j LAND SURVEYING - - ` ,�AST�RIV ':SHORES :._ :;*­ LOT'AREA (Td'CEHA LINE):':', * W ���"�I�:,.I .-t....I-.:II I I ..,.. . ,'r,I..-I� -I I �I: . II�..1 �I..� .LI I. ...i. .II. .1 .-I, .,I�,,�r.I .I�.I. . ­. I I.L.I,. ..I. . .. ..I � I.�. I�. ... I I .. .._.. -� � �. .I .-_ ..�. �I.., �... I..r �, ., �I. �- I�-�,, ,_ fiC _ TOP OF CURB f 23,058.22 Sq.Ft.=0.5293-ACRES DATE: FEBR UARY 2, 20 f 0 `l ' ''f '"a``.;'` ,I. �I._.I _."*... .I. .-I....:..�I� ­.�. ��..I I—..L_I.'-I. ..1 .I I��L... .­: :,Ir;�i� ..I I .I....I..I I�. I -...�-��I I-: I,..I."� I�.,�. ._. ' AT GREENPORT' "4. 1: 1 Ii ..�..I 1I..�1 I�:1...I;,, I. II..I,.1,I..1,"1�-,"�.,; 1I,II,.�I.�..- ��..­.,.. � I I�I...,..1..1-� �� .��, .1�,L I� I.�'..�.QII� ,�,t I,�I� .�*. ,,," �;,2. ��. -.�,. I.I ,:..r�I�,,",,,II,­.-,��t-, �-.. ,..I�1.1,­,1111.�-,�!I I I,,,,,�����,'_,,,,��,, ,." .���������­.. '­:��::::" ',"L"­­ ­­ '�.,- '�ee . :BC, BOTTOM,OF CI�RB » i »'"t�: ZONED '-R-40 .-RESIDENCE UPDATE-TOPO: NOYEMBER 11, 20 f 0 1 274-EAST MAIN-STREET w ,.;, FILED: APRIL'.27, f 964 No: '4021,I T�' `TOP OF HALL ELEVATIQNS I!v' NAVD88 DATUM AMEND:TOPO: JANUARY 18, 2011 ! , �' EAST./SLIP, N.Y. 11730 ' AT CREENPORT, gOIiN'0F 'SOUTHOLD, _-' ''' BF = BOTTOM OF HALL SET.STAhEStLATH: MARCH ;1, 201 f 1 TEL:.631-277-3605. . ;; 1.�_>>. : " NTY,'NFW ,:,, ,';:� . ' .DI =.DRAINAGE INLET. ' . . LOCATE BALL: MARCH 7, 201t 1,- ' ; � OS r� " SUFFOLK COU YDRK, FAX: 63 f=Z77-3906 . ' DW ='DRYriELL SET'MAACH �9 24 t�►N SCTM: f000�033.OD-04.D0-0D3.000. . AMEND PDOLQfF L 11 { ;I . %_ - F •• .- 1117AtTHOttIdNYD/LYIRtrION 0R ADDLNOW rO THIS SCP,rIY!R A"ALA"ON OI 1"ON 7t01 Or YRI It"YgWC ST-II!AM"LR COPt=4 OP TNIS Sme rT AGP NQr OSARINC rrr LOO SVRrrrW PUD OR tYNROSSrO IIAL AN ROT CONS=DIRII r»N A}PUT YAW r"r,SIST MS SIMI PHOH P1MIrR7T UVIt"txt.mNC ITrtPCT WT AM POS A SPOTM RI MSI ANI.Mt,A17D AIR HOT HM"O rd axon=N M SRIt7/0N 1P. ; •"�•�+''. ",,' . .. - -PrXfP9 OR OfltIR 1NTRUCTI'RIS.CSRlTIIGTIOr IRDRTrO MAIYON SA[tll SVA.ONE►rO fHl'ARSON fDH I!!OY►x!IN11Rf B PdRPARID AXO 8N S78 HdSAll.1tl THl IONIPL7T JIR ACINarS LLms AdllraN AND fb}HI A531(:NRI,T M Tel 1JtND/,SC(YT/1}'(itTO,M IYRRP!(Y7tOlk9 Alt.NOT rRANSPrl4RLI iV ADDITfONAL IRSTIT7'T/OYS OR SUMI9GdRT ar"Ns. ., A .;:,;,"p, ; . 1000 SOUND DRIVE, GREENPDRT 0S0--+ :0 . ! ' :i,�, ' .,1.. �' . .1.�.�.,-- tI'...C�.III.III'.'.....�.� , ,�, "" � I . ,I I . I ; � -* I - I . . � .� . . � � - p � , I � . . . � I , ' ' � . .,�� -_ .. I � � I . .� � .. , ­ . . . I ., I . 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'Y' w' ,�� I— 1�'" ­_"'�,_j�;""��'��, ;t­­ ' r� �", ' ,�7 ., �" ": �:n. 3:'. ._, .t . s 11 a,, .. _. ,,... - .,. . i ..3 Si,, k,� _,.­,z.z,,#�L-�".��',.,'�',i.;.-;�c��.��— - - e IVY f v�w^a ( Y y -pit � .yam $yam ♦, � �f� � �d .•:per Q� � x �r __�k' �.w.l � x , MkI M' w �,ap ' w •nR• q. r J ,N ,� .. �j .�1. 7J � �, 1�- `• ..�4.�.! .fS - `. � 1 y E 1 TEST HOLE BY MCDONALD GEOSCiENCE ��'C p DECEMBER 2, 2010 i A_5,0v OL BROWN LOAM SH BROWN SILTY SAND 0 Li.VF, `- -- f Y v80 ,�O,Y WITH GRAVEL iN LAYERS - EL-3 0 SM WATER IN BROWN SILTY SAND LOW WATFR LINE AS 01' ""��- 10 q [Sp EL.-6 0 /EL'RRUARY 2 201D) O - 1, HATER iN BROWV rINF \ TO MEDIUM SAND � \,� EL.-12.0 6 `\ 55•JFR EN MLA RE17 POTTOM OF BLUFF 8 � �Cp to- 1 i 16 - +ter • `STONE BLOCK` 49. RETAI.VINC W411S 5 .9..6r i 22- ~f65 -AVFR4CE HIGH i 24 ._FRAME SlfED� ��` �-CA PA1'F.R LINE _ {� `� 26- - �t6,0 - . M ts411` ^A (PER TIDE. CRAFT) i A � � ��'✓i�® 1 ZB- \`" 4 q� THIS DATE '��IRD OF TRUSTS J 36`- _ L4N��s�� WOOD \ \ \ \ r s '8 40-- y 5 STAIRS ~`\ �. \'�. "/.; 10-'FF.MA ZONE �1�� OF S®UTHC.�I 4� ` �'� \\� ,,� _ 12 VE EL.16 DATE - -�.-_ 14 48^ /----APPRnXIM4TF LINE AS �,Iel� ( TOP OF BLUFF h 4 `*`C^� �'� ��\ ` 2�SCAI£D FRO.V FF,VA MAPS o Ivry 94 .�,D•pt"r Jif PROPOSED 151 1DF. -3e �-` - ` V NON' TURF fER 7'0 I�Ot , 30 [POI h�J �p BE P . LED WITH - V \. \ - F 3' G�rt R N E VcCETATION Xy -�� ( 3pa�,6 sA„*o\ \ 3f C� ,� 4$-FEMA ZONE----7 PRGPOSFD LINE. OF ILA YRALES-_ i'2 TO PRFVFNT WATER RUNOFF ya'�Q �'�` �5� `' e -- -.44 X DURING CONSTRUCTION ONTO. Q 15%� yyy� f.o. 48 V ADJOINING* PROPERTIES ( (SFE NOTES d DETAIL) , s, ��\ / ' �"O pso 52 CELIA S SCALED 51` -52 �hG� // i 5�t"'- FROM NYSDFC}COSTAL LIVE AEROS/04 HAZZARD ARF4 MIP PROPO4FD 4 Off'RI H FENCE- - _ - - _; _. _ ?-EXISTING (IrOJL FROM POOL) JF, i �� I.C. POOL > �To BE REMOVED � � M Ln o PROPOSED POOL. DRYWELI, O i- ' SET SET ` `a f (20 0 M1NIMi'M FROM Pool) 05.00 `Larx---t--LAW _ .A _ _ _J55.38 28 00 «.4 -'---�. -�- -PPOPOSFD ROOF DRYWf LL o PROPOSED POOL FQUIPTMYNT-=- j I ` -SF,'t.' D,RALtiACF.' CALCUTATIO.NS• (4 Cft PROM PROPERTY LIKE) PROPOSED g f o lO 0 �T 110 01 I.C. POOL " y ;z°� �viN D F�/M,, 5�e• _--' PRnFnSED 1"'14 f i.,6 -- FXISTLNC 1 STORY' PROPOSED MASONRY- 8 0 c- MASONRY PATIG I ' PATIO AROUND POO!. g `nl 4 s.o i;% �� j FRAME RESIDENCE (3.Oft. PROM P^OL) y 15.OD t4 4�� I it GF 53.6 - FF 63.9 2200 ; TO BE RFMOVfr ARFA OF EXISTING PQST! h'All.-- 0 SET If'o - AREA OF'FXLSTiNC POST d RAIL FENCE TO BE' REMOVED AND STK ob �' PRW�OSFD TORCH 595 ' FENCE. TO BE RY•VOVE'D AND " REPLACED CIJAI.N LINK FE,VCF, TO ` 2O.DO MATCH f,'XL.T(NC CHAIN LJh'k' PES'CF; 11!• - + _ _ c ' -`-► - REPLACED CHAIN LINK FENCE TG S �1 RO of SED� _ l.i r' ?no - I S7 MATCH EXISTING CHAIN LINK FENCE 100ft.-- -__ _ _.� -too 1. CELLAR ENTRY_ _ E I06ft. - - — 100ft. DWELLING � IACAIVT'- � �.��-�� - - � �9CANT DIFELLILtiG _ . PROPOSED PUBLiC WATER� 1000-OY.?.00-04,00-002,000 •2.38'oji�' � 2 STORY '---� Eoon-033.00-04.00-004 nnn PVI LiC' WATER 1000-033.00-04,00-001 000• LAND NOW OR FOR,VE'RI Y' )—�- 9� 15 54 r o - LAND NOW Old F'ORVFRLY I off 033.00-04 on-005 000 LAND NOW OR FORMF•RLY ALYISSA DRAHALIS, JANET KAR4H4LIS, �53' RESIDENCE -,_ JOHN BLISS, PAVL BLISS rBPffl A M4R> C STiATAKIS PHIL A THF-ODORA KAAAHALIS M4PIA K41ZARALIS '.a (FF 525) ` t� APi'ROY1S14TE LOCATION OF PROPo.�'FD 4.Off } o �1 Fa'I5TINC SAh77AR}' SYSTEM RICH FENCE v t,d 07 �. TO !if AR!h'DONf:U AS PER GARAGE of ,CDIIS STA1'DARPS g PR -JSFI, ? JCF 53.2) k6 - 22"38 is Do - POPCH 14 00 20.00 St �9 151' s 1 PROPOSED - . PROPOSFC SAwTARY SYSTFV- -�� I \0 Y� WA1E71A1' - 'S=i rU.iITAkY fDSiGN ; 4 ' '•''F Kt;AVATX DOWN TO ELEVAT?fiN 6 Q AND ` PRCPOSFD REPLACF #ITH CLEAN.SAND AND C&IVFI. . I r•p VIOUS'C,`AVFL' o, •FXCAVAT!ON INSPECTION MUST RE DONE n a I ' .- . - } HFALTH D )AR AI NT W - • 'AN S.YTF B" f, T s• RIVE' AY L MiN CO -PROPOSED LINE' OF IIAYAAIF. J f TO PREVENT WATER RUNOFF LOT COVERAGE CALCULATIONS: r� % - �;�'✓ I �� +' Df:RI,vG coNsrRL'cr!(N oa"ro e ,0 ADJOININC PROPERTIES • LOT AREA (TO CFHA LINE): f /' sop �rlf ( EE Narls ar nF'ranJ 123,058.22 Sq.Ff.=0.5293 ACRES _- ALLOFABLE COVERAGE: 4,61 r.64 Sq.Ft. 20.00� fIF'" `� r (�� -� 'M"ra� • EXISTING LOT COVERAGE: L� �- - 50�' , APf ROYIM4T�' LO�ATIG N W A• 2.259.82 Sq.Ft. _ HOUSE `I , OF FYIS'TiNC WATT L1.V'f 997.05 Sq.Ft. DECK f ` i _ I o F �p ` 27 2011 .... ! 669.45 Sq.Ft. = POOL I AREA NOT TO_ _ ._ �, - 3,926.32 Sq.Ft. = 17.027% LOT COVERAGE f I ,"` BE DISTURBED' q v ' ') AS PER HOMFOWVEP. (E17.1'TIA'C CAP.DF'A'ti') O •PROPOSED`LOT'COVERAGE: �� \ ieos! � �" A - 52 c°i!n°'d ' e'A Ae5 �W v� f card of Tru-1e1 _ 2,032.2.5 Sq.Ft. = HOUSE i , ---- 542.92 Sq.Ft. - PORCH 49 �` ` —' S_ „ — 616.00 Sq.Ft. = POOL 3S'1Q -� 3,191,17 Sq.Ft. = 13.8397. LOT COVERAGE o-r� \ �� --So rAMPBEi,L POI'SPRY No: 1009 ''.. ,0 0.00 REINFORCED PRECAST FP.A.UF A• COVF'R SANITARY t O�41A -v ( • - -1 tf56Jl_� (OR CR4TE AS RFQ/'/R1:D) SANITARY DESIGN )� b I•' (� —v_.. __ v-1.___ v •,e` 4d L.t/yjr. rif1.MVFY(AS' F.F,Q1'IREI!) .. tJ O jJ�7� FINISHED 6RADF FIY�-SIX BEDROOM SYSTEM -(THREE-FOUR PEDROOMS PROPO-�F.D) I (S�1t. 4IpF) I)� - 4e? - MLv. 2 -; y._sotro PRFrA.�r v. ` ,�' RKINFORrYD DOME YLCTl,4C WaT!'R �, • 1,5D0 GALLON SEPTIC TANK. 1 ----� -�------- ----__ fV� _ _ • (1) f0'0"DIAMETER X,13'0"DEEP LEACHING POOL. • AREA FOR A 50% FUTURE EXPANSION'', (10'0"DIAMETER X 6'6" DEEP P001,) ) �, - ' a" � � _i � � • • EXCAVATE DOFN TO ELEVATION -6.0 AND REPLACE WITH CLEAN SAND AND GRAVEL. �'` 4+ V � PREG cT SMRX DRAls RIYC,Y ` I(� * EXCAVATION INSPECTION MUST BE D0h'F. ON'-SITE'B}' ? HEALTH DEPARTMENT. - T n T s s r r +] h^.y��r 1"7 C'i C�9 V_►',t� aD n?a.no_ TL DRAINAGE CALCULATIONS: °ps•Doo !a "sRnAynA rERtyl j-__rJO'OR rr_Di4, ._.L1000 j roNrRFrS _. SEA DRAINAC.A GILTS. FOOTLNf.' . ROOF DRAINAGE TO BE DIVERTED VIA LEADERS 4- GUTTERS TO DRY FF,LLS NAC[TILt'YAM C Vr Vf MAN � ,l'A YD A.YD CRAYrl fON*USfN6 Lt+'.S (DESIGNED FOR 2 RAIN FALL) STAhF NOTES: \\rNAY IA PI AR SAW)SUN O f Y,TtPtAl. ►O Nr IMFMRTTD II N,4Y71P YATR&AL.0 IRE DETEF.YINED TO M ' .. \YR7TlDLE B7 fKR lYClXER� HOUSE: 2,575.17 Sq.Ft. X 0.1667 X (1) 429.28 C),I.Ft. . ON MARCH J, 2011 SET (3) STAKES ALONG THE REAR OF THE 1'.4'DA'P,L}'/.Vf. SAND ANT) CP.AVEL STRATA } ` 429.28 Cu.Ft. i 42.24 =- 10.16 IT REQ. FLOW +' HOUSE LINE EXTENDED AND (2) LATH-AT THE POOL CORNERS. t USE (1) 8'0"DIAMF.TF,R X 11'0"DEEP LEACHING DRYWELL _ 1 I CON'LNECTF.D WITH 4" PT C SDI.35, - (EXISTING HOUSE ENCUMBERS STAhE OUT OF EXACT CORNERS L_F,ACHI1�G 13A_SIIti t A,vcr,F FIRST STAKE, TOWARD { OF THE PROPOSED HOUSE.). (ITEM 100-TYTE 1) - (NOT TO, SCALE) i PREVIOCSLFY LAID BALE - NOTES: = -° IIAY DALF, NOTES: t PLOW - BALES SHALL RF PLACE.D AT THE TOF. OF A SLOPE OR ON THE CONTOUR AND IN A RON WiTH E.ND.0 TIr.HTLY ABFTTINC TRY. ADJ.ACEVT BALES. • EXISTING PATER.LINE AND SANITARY INFORMATION' AS PER HO,tfFON'NER, '"'^ . .EACH BALE SHALL, BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR (4) LVCRES AtiD PLACED SO THE BIND136 ,4RF HORIZONTAL. TO AN}' F.XCA�'ATIO, zy "'# BALES SHALL BE SECURELY A.N'rHORfD.i,V PUCE.' BY EITHER T►O WOOD STAKF..S OR REIIARS DRI}FV TfIROi'CIl THE HALF' VIE FIR.? STAh"P. l.V EACH RALF EXACT LOCATIONS TO BE VERIFIED PRIOP, N •r^ ' 7 SHALL BE DRIVEN TOWARD THE PRE47011SLY LAID BALE AT AV,45CLF TO FORrF THE' BALES T(OCFTHER STAAFS SHALL 01' DRIVE If FLASH WiTH EACH BALE. • EXISTING SANITARY SYSTEM TO BE ABANDONED AS PER SCDHS STANDARDS. . PERIODIC INSPECTIONS AND b(ALNTEN.ANCE SHALL BE PROVIDED AND REPAIR OR RFPLACYMFhT SHALL BF MADE PROVPTLY AS RFQf.'IRF,D, SFDIVEvT SHOULD BE • NO WELLS.FITHiN 150ft. OF THiS PROPERTY. ILA} BALF, DETAIL Rf',MOVED WHEN iT REACHES A DEPTH OF OVE-H41.P THE BAI,F. NF.ICHT. ALL SURROUNDING DFELLINC$ ARE SERVICED BY PUBLIC CATER. -,NOT To scetP- • BALES SHALL BY RFA(OITI)AT THE COMPLETION OF THEIR USYFULL LIFE So AS NOT TO IMPEDE STORM FLOW OR DRAIVACE • AFTER REMOVAL. THY AREA BENEATH THE BALES SHALL BE RE47ORED TO THE ORIGINAL STATE LECPEND: 0WAIER: PROPERTY INFORMATION: 'DRAWING INFORAIATION: pF NEW y � SURVEY OF LOT f9, FF = FIRST FLOOR ?LfICHAEL PHILLIPS. ORIGINAL AREA: 37,285.49 Sq.Ft.- . SCALE:' 1 =30 ,�� NG Ap LISA AfeQUILKIN AS SHOWN' ON MAP OF CF = GARAGE FLOOR 0.8559 ACRES DRAFN B},_ R.K.H. A� @�'� �=- I.A:ti'D SURVEYING- - F,ASTF,RN SHORTS f RC RIDGE HEIGHT LOT AREA (TO CEHA LINE): FILE No.: Q020-10 y i _— TC TOP OF CURB t23,OS8.22 Sq.Ft.=0.5293 ACRES RATE: FFBRUARY.2,. 20 t 0 * A T GRERNPORT BC = BOTTOM OF CURB 7,ON'ED "P.-40" RESIDENCE UPDATF-�TOPO: NOVEMBER. 11, 2010 � -' 274 EAST MAIN STREET FILED: APRIL 27, 1964 - No: 4021 TF r TOP OF FALL- ELEVATIONS IN NAVD88 DATUM AMEND TOPO: JANUARY 18, 20f 1 � FAST ISLIP, N.Y. 11730 AT CREENPORT, TORN OF SOUTHOLD, BF = BOTTOM OF HALL ;SET STAKEStLATH:.MARCAI 1, 201 f �p TEL: 631-'27' 3605 1 Di = DRAiNA CF.INLET ✓ �yy �, Sl•FFOLK COUNT); NEW }�Rh LOCATE FALL: MARCH 7, 20ii Nop5o' FA.': 631-'277-3906 DF, = DRIWFLL AMENO POOL Ofi1'SETT.-MAP,C�Cr21,2011 SCTM: t000-033.00-04.00-003.000 k - OXAL"'ADRf7RD ALTrRATIOV OR ADDITION T)IBIS SiTyrY IS A Y7ftU"ON Of Nl!TIOY Y-1"OR rill Nrl Me STATI 1ptIVATIAN LAN L»PITS OR ms SL7RITr XU'NOY KRIRPM UY LLYD SRRIRTORS INIrO OR LAIP),SS►D SEAL ARR NOr CONSLORRKD TV BR A ME VAIID COPY.DISTAWTS SROWY PROII P"MRTY UArS r0 EEIsTIYC STRL'(TuRPS ARC PDX A SIWIPTC P•.'P.POSE A.YD CSP, AND AU NOT INMNDRD TO C1JDJ`IN TAT MOTION 4R PEATRS OR OMP STRO'"'M CERTIIICATMY U'DICTED grit" SHALL RCN emir IO mi PCRVON PDN IDOX mir 1�'R)Tr 15 PREPARED AND ON KLR NRDALP.TV TRP COYI'ANY OR ACEN,•IES USTEP KEREDN AND 1'0 THE A..551"FPS OP THE LENDINC INST?LiTION CffPrT IA"0yV ARA:NOT rRANSFI'RADLE TO ontrONAL mvrrrITl0N3.OR SL'RREprsx?ODYrRS I 1000 SOUND DRIVE,E, CREENPORT Q020 - 1 0 REScheck Software Version 4.4.2 Compliance certificate CNJ( Energy Code: 2016 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Giazir>g Area Peiceniage: .Sol* Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Michael Phillips McDonough Conroy Architects,PC 1000 Sound Drive Greenport,NY Compliance:Passes using UA trade-off Compliance:26.6%Better Than Code Maximum UA:503 Your UA:369 The%Better or worse Than Code index reflects Crow dose to compliance the house is based on code tradeoff riles. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assembly Area or or D•• Perimeter • Ceiling 1:Cathedral Ceiling 1967 . 30.0 0.0 67 Wall 1:Wood Frame,l6"o.c. 3111 19.0 0.0 171 Window 1:Vinyl Frame:Double Pane 269 0.300 81 Floor 1:All-Wood Joistffru cover Unconditioned Space 1509 30.0 OA 50 Compliance Statement: The proposed building design described here is consistent with the'building plans,specifications,and other calculations submitted with4he permit application.The-proposed building has b74e ' ned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to complKwitdatory requirements listed in the REScheck Inspection Checklist. 7� Name-Title Signa�tti`re ':� Date D ARC `� �cDONpG C �(1� r� C 4 � �1 D U E ..r� ;i a Nov 1 0 2011 rOF N� BLD&DEPT. TOWN OF SOUTHOLD Project Title: Report date: 11/03/11 Data filename:Untitted.rck Page 1 of 1 ; G.o: �.-._rl'. 3_'. )' _y'.y.__i'•__----••E''o.__•__..�.-._ f•9—')`—6'f•—� �O - art,, - •—-----•-•- Y 9 ... _—.... I:�•�H•oal-I.x7.t zto:s J.:u.' `: I _2•bR•v}_. J:et<.7•L. ^�_ Y t } 1-�- .. '- '1RlA_vY.¢r. . . ycu Vos 4' —1 Vc"% c\`�I{I{' �! i i 9 :�•<'iTc.+�.ti I II '� Tlxl'ta .�. 4,6 j. Ovc . a �• Gx e'�_�.. 4. — _ �J per{ 7� i. .^� I. � II1� �d �♦ � 'Q I N •I N F"7_J!+LL'^ —_ G YI WgLL) E, C'i 1L:1 ti4 , i I _ .;7 ` `0 e-- yl". li:o�. ;.1'.0:'(' --__—moo.�'`...+•1 j�!__f:.p„ _�y'�o__'f_.._�.—_—__---_.—Lp.9 _.._.--_—__ ..,.. .,,,I _�_�_—.__..1�' y ._—.....f._....�__.... rl Is � -I .l I` � I�}�; is I �___`ti: •. �... _ S �/:i x'��._ t:r.c�i:.'1r__ _ ___"'- - � �l� .-'LL"C" y—, II '�L K'lo ol'.4 R. iI ..... J' y\ O t U L' 1�V A4L 1UL 1.O• i I col�. 3:,1:—�--e•b..— V i I° ti�O i I I 14^O.G• T2U33'T°�S2 gfTG11'' , ' '7o.1/b p.. ...._ ..__._... o ._ .. i i J 'a 514 44 '50" E. 23'* 25' :t 75'_* 25000' 'U r •a AZ /O-u � •r, r Q e kS r 13 i 83, ,44 '50"�1N 38Z(70 !i 1l - / i, -. - ••.ate ' ' REVISIONS , REVISED: 1-15-2011 REVISED: 1-25-2011 ISSUED FOR BIDDING 4 - • �_. _ ..__.._.,1 CONSTRUCTION: 8-5-2011 ' } i j REVISIONS / ELECTRICAL PLANS ADDEDs 0-II-2011 j � GENERAL REVISIONS: II-21-2011 BASEMENT 15ATHROOM ADDED: Z ?-?I-201? lu DESCRIPTION DATE 2' x 11' x4" THICK POURED CHECKED B Y + U 56, O„ GONG. PAD AT STEPS 0 15'-6 1/2" 2'71-5 1/2"dF " 15'-2« ss 10'-� I/2nLoll,, qa-��a DRAWN B Y r (� f v 0 fVERIFY R.O. FOR 5-GXWI3 POSTS FROM ONE IS 36.5" GLEAN GRAVEL IN ' AREAWAYS I- ABOVE AT LOW BASEMEAL �NT�W�IND4W5 TYPICAL TYI�`� —— -- 0. (3) 2XI2 P.T. 1 (3) 2XI2 P.T. w « w ws..w w wow«.w—« w ww,- — -I 1 w "—— — -• — --— • I O .. 5-GXW I✓ IL bXb PRESS. TRTD. I HOLD TOP OF I I I r- - - - - - I---- I N Z POSTS FROM ABOVE I I WALL AT ORADE I i VERIFY R.D. FOR 9-G�'VIS I {_- TYPICAL o� ONE 15 36 I I .5" 15 1/20X14" APB RIM J015T O V '.. 'y• O O F- O F- O � ovER THESE oFExlrl�s PLUSH W/ 1ST. FL. DECK U1 I IL I I I I n I 8" TYP, I- I - - -- --- -- - -- -- -- - - ---� I-- - - - - - - -- - - - -� I _ _ m • w w APB DROPPED i � on I 1-- -- __- .:.� _ .J 6IRDER + PROVIDE TYPE "X" bYP. - - - - - - -- ... .._. _ ._ ._ .-. ., BOARD IN FURNACE AREA 2X6 PRESS. TRT•D. LEDGER — I _ O p HOLD TOP OF I 3 VENTILATE AS PER LAb TO HOUSE W/ I/2 DIAM. LA65 I ( _ I' 0 C? f' I I FPA51 REOUIREMENT5 Ib" O.C. TYPIGABEAM OGKET U � U WALL AT GRADE I HOT I I I EATER F- — i 2X4 FRAMED WALL ( I m HOLD TOP OF I ( �i -� I I WINDOW WELL =N. u ABOLVE GRADEIF— I a p BAStMENT i Q 0_ p z 4" POURED CONCRETE SLAB1 cv I Q - I ( WITH 6x6-I.OxI.O NAM O - I I o Q " 2' a I/2" " ?'-3" I I 5� u OVER 6 MIL VAPOR RETARDER DRAIN TO I 4'-@" ' 6X6 PRESS. TRTD. OVER WELL COMPACTED SOIL. ;fl POSTS FROM ABOVE I « I 9 PROVIDE 1/2" PERIMETER DI OTHERS TYPICAL I METAL INSULATED � - EXPANSION JOINT. ~ I 18" TYP, (5) 2XIO P.T. I i i i MIN. °G LABELR YV SELF ED CLOSER 1- -- - --I -w= ww 1 tt V Oil w�ivDDOTw weL� I I I AT GRADE 4" STEP UP I" O DRAIN TO I _ AT DOOR CANTILEVERDRY L TJI'5 OVER j-j I — I IBY D ER5 `fi I ppSP METAL BEAM POCKETFOUNDATION I I I I nl I .O. W/MANVUFAGTYURER �-_J — - - -- - - - - - - - - - — — - - - I I DROPPED 'BIRDER3s 4u r. _. - _ I Q 0 MINIMUM 3,500 P51 CONCRETE °' j 4-8 I GXWI3 I I I34 DRYCRAIWE� " I f- - _ '_' _ 14'-11111;- - _ _ ,, ,:f-. _ q'-I " 3�« (-- -- --- --- -- - - --- o {5) #5 BARS CONTINUOUS. 8 TYP. I to -m BY OTHERS _ ....... I I I I r H01 OLD TOP OF E f„ • „ I 0 J I 2X5 PRESS. TRTD. LEDGER BEAM POCKET sy I WINDOW WELL _ 5 BARS SPACED 24 O G. ` �- r LAb TO HOUSE W/ 1/2 DIAM. LA65 2 9 vs' x i�' I L- - - - - - - - - _ - - - _ -_I WALLS 4" U (STIRRUPS) s __W.._ - - - ; 0 `. - H,�. I CANTILEVERED F&r{NGS ABOVE.. I ABOVE ORADE I. �- s <�- L V. ' I « OST FROM ABOVE ---- MECHANICALLY VENTILATE P IL TO THE EXTERIOR I f 1 Q (5) •5 BARS CONTINUOUS s I ( ( �TRHEIS SHEET CONCRETE FER TO DETAIL ONS BATH it I I /� /�` //� I Lu A LINTEL DETAIL X W.G. UN �Vl�Y l'� � Ili _ . I I 4" POURED CONCRETE SLAB _ O x I I I" � MilewATES 4"air.8TL. X ( WITH bxb-I.O/I.O WWF OVER I O OL coLUNMI ON TOI®OP I WELL COMPACTED 501E - I I �. METER xl GONCRCTE Fpe2WNW' x12u � m I EXPANSIONPROVIDE 2JOINTI4 SLOPE TO U1 6"x9 1/2"xl/2" STEEL MOLE- L _. __ I � v� Ni r..w WITH I/2" STUDS WELDED TO _ I OVERHEAD DOORS Q ANGLES 12" O.G. GROSS WC.TION HOLD TOP OF I I cw u� SHWR. I ( w O z p t�V WINDOW WELL I I- - --I I \ /TAIL A13OY � ALL c�v m ABBE GRADS I � - � � 5 1/2" X 14" ►u O N� T N I APB, FLUSH l7 I I STEP FOOTING TO MAINTAIN I ( �' `t I I 3-O MINIMUM BELOW :;;;; �r M EOUNDAOrION a� N I Nis _ __ _..I SMOKE DETECTOR I 0 6 I A I s: I l.- I bRADE (STEPPED 2s I MAX.) I 'i+' j ';_-- F- 5 1/2" X 14" APB I ( I !' 0 �i 7UIE DROPPED IRDER II . ' • 'CI'co O i w..w w w «•w w w www w I I ��'•i;,. I : I HALL GRADE ( DROP TOP OF WALL AT I ( 1 + v to CV "� Iiu';ilN M TOP OF' v ( OVERHEAD DOOR LOCATIONS AM POCKET « I - ( la;,,,1.,, h: " . �i;.it ^ c 4 I I BE G I I I I I FOR SLAB OVER I M M M g v. Q I I I �� I � I I REFER TO DETAIL ON �/8 VIA. ANCHOR BOLTSCc Z L _ _ _ _ I THIS SHEET CONCRETE " I �, I SEE DETAIL #6 ON DETAIL I � c '� ijj ',I�� o --1 LINTEL DETAIL I I I I - I SHEET All in I 47Z `;�;;; z L.._. ..... _ .. - -- - - - -- - —J — — - - -- - - - - - - - — — — — —— — � GXWI3 (3)'2XI2 P,T. L .J (3�XIZ P.T. _. __ • • • �. � Q � __ _ __ _ _ L 1 L _ _ _ __ _ _ � Go }- - -1/8 VIA. ANCHOR BOLTS z SEE DETAIL #8 ON DETAIL -r-2" I'S/AI2 Q SHEET Al METAL AREAWAYS AT LLOH BA EMENT WINDOWS GLEAN 6RAVIEL IN ;',.' : '1 , t j AREAWAYS Il "4 m TYPICAL x " « 2' x @' x4" THICK POURED " « ,_ " 0 ❑ 3 8-O 8-O GONG. PAD AT 5TEP5 2-5 @ b 2 2 8 2 5 Q16'—O" I6'-O" 24'—p" � 56,-00 J O 13 N O. I 10-015 i : D A T E I II-1&-2010 6CALErAS. N0TED FOUNPA710N 15ASEMENT FLAN Z SGALEs 1/4" : I'-D" Zs /10DW;xS/10-015 O NOTE: ALL FOUNDATION WALLS TO BE 10" POURED:.GONG. KEYED TO 12" x 24" POURED GONG. FOOTIN65 UNLESS NOTED OTHERWISE, ALL FOOTING5 SHALL BE 5'-0" MIN. BELOW GRADE„STEP FOOTINC75 A5 REQ'D. TO MAINTAIN MIN, DEPTH NOTE, 1- FOUNDATION WALLS TO BE HELD @" MIN. ABOVE 6RtADE. • Q "ALL EXTERIOR PERIMETER RIM/END JOISTS TO BE 15/4"xW LVL MEMSER5, A �G $OL"�C� RCS ®DENOTES HARDWIRED SMOKE d CARBON MONOXIWE DETECTORS, TYPICAL /�/ D I A. A o 23" O G. TYfi'I G L 5� N0 DETAIL #4 5HE r Al l VO4 Z A:2 F , I : NNNNN�NNNNI ' SECTION R301 � RE VI Si DNS:-� GENERAL NOTES REVISED: "(-15-2Oil 3 THE ARCHITECT WILL NOT HA1/E CONTROL OR CIHARGE OF AND WILL NOT „ DESIGP4 CRITERIA - REVISED. 1-25-2011 I BE RESPONSIBLE FOR CONSTRUCTION MEANS, (METHODS,TECHNIQUES, ISSUED FOR BIDDING t SEQUENCES AND PROGRAMS IN CONNECTION VMTH THE WORK. CONSTRUCTION: 8-5.2011 R301.2.1.2 Internal pressure. Vdir�,dows in buildings DO NOT PROCEED WITH 2xe ON THE FLAT DOUGLAS FIR REVISIONS t ELECTRICAL z 1.THE CONTRACTOR SHALL GIVE ALL NOTICES&COMPLY WITH ALL LAWS, PLANS ADDED: B-II-2011 located in wind-borne debris regions shall have 0 FOUIND�►TibNILLOCATION FsTE EACH END OWITAH EL --1- -r---+(r---'�---1r-T-Ir---,Ir---lf---fir i-r-= ORDINANCES,RULES,REGULATIONS&LAWFUL ORDERIS OF ANY PUBLIC ' If AUTHORITY BEARING ON THE PERFORMANCE OF THE VNORK&SHALL glazed openings protected from wind born@ HAS BEEN APPROVED. (6)s8 X 4-112"SCREWS EACH END i o _ u u n I u u ii ' PROMPTLY NOTIFY THE ARCHITECIT IF THE DRAWINGS A SPECIFICATIONS PREATVARIANCETHEREWITH. debris or the building shall be designed as a __JL_-- L_-_ �� ! IL JL___JL___JI + I ! ir---,r---�r---�I I IF---ir ! I x 2.OWNER AND CONTRACTOR SHAM DEFEND,INDEMNIFY AND HOLD HARMLESS I n ,I „ u 1 u „ ,I u 1 I partially enclosed building in aceo-dance with RETAIN STORM WATER RUNOFF + + +I 11 a I. III „ „ 11 1 , #8 X 4-1/2"SCREWS 10"O.C.AT ALL I I u It 11 Ii ! 11 if 11 11 1 1 _? THE ARCHITECT&THEIR AGENTS&EMPLOYEES FROM,ALL CLAIMS,DAMAGES, d the Building Codeof New York Siate. PURSUANT TO CHAPTER 236 PLYWOOD EDGES + ► u u „ u I n „ ,i u I I v i LOSSES&EXPENSES INCLUDING BUT NOT LIMITED TO,ATTORNEY FEES ARISING OUT E SE RESULTING FROM THE PERFORMANCE OF THE WORK _-, OF THE TOWN CODE. 711 MINIMUM PLYWOOD PANEL TO I ' " JL___JL___ �I 1 II JL-__JL__ DESCRIPTION DATE Glazed opening protection for dnd-borne " 1 ! IF===,r---,r---�� + if I , I DOORS i PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS,OR EXPENSE: �r---�r-- (� (1)IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE,OR DEATH debris shall meet the requirements of the NOT EXCEED A 4'X 8'DIMENSION i i ii ° " ° ' ° II a 11 ! 1 BEHIND OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER -- .c If 1i ° I 1 CHECKED B Y 1 I u ii ii ii i ii a i, a + I c ELECTRICAL SEAM �� +I 11 I� 1 �+ If II 11 , OR TO INJURY TO Large Missile Test of ASTM a 19.16 of ► III III ,+ THAN THE WORK ITSELF)INCLUDING THE LOSS OF USE RESULTING ;; - s Q ASTM E 1886 reference thereini, INSPECTION REtUIRED __J_1 '�__ =y �L1-'�-" =- THERE FROM AND (2)IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR 2x6 ON THE FLAT DOUGLAS FIR _ _ _ _ _ _ _ _ __ DRAWN B Y r ^µ. Exce tion: Wood structural lan@I8 Wlth a MEMBER UNDER PLYWOOD PANEL T 'r T 11 1 Ir -->< err-� OMISSION OF THE CONTRACTOR,ANY SUBCONTRACTOR,ANYONE p 1 1 I' '+ 11 �� 1 I' a II p ' I PLUiVtBING, FASTEN EACH END OF 2x8 WITH + ! 11 JL___JL + II JL L 11 I I I DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE minimum thickness of 7/16 linch 11.1 mm and a ALLPLUMBINGWASTE (e)#sx4.1n"SCREWS EACH END I- FOR WHOSE ACTS ANY OF THEM MAY BE UNABLE,RtEGARDLESS WHETHER OR NOT IT IS CAUSED IN PART BY ANY PARTY INDEMNIFIED maximum span of 8 feet (2428 mm) shall be &WATEF#LINES NEED, ' i i iI i ° 1i p 11 a if Z HERE UNDER.N TESTING BEFORE COVERING i i ii ° ° ii ; ii ° ° ii i i o 3.ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. permitted for opening prots� tic�n in one- I ! p ° ° 11 I n ° ° +1 I I �' �j p� Q #8X4-1/2"SCREWSIO"O.C.ATALL I t Ik===JL===JL__-dl , Ik===JL___JL_a:sll 1 1 4.ALL CODES&REGULATIONS OF N.Y.S.RESIDENTIAL BUILDING CODE SHALL and two-story buildings. Par°eels shall be it �r--- ,r---,r- PLUAWER CERTIFICATION PLYWOOD EDGES I 1 II 11 �, 4 I II II II ► I a }- GOVERN OVERALL CONSTRUCTION&INSTALLATION. precut to cover the glazed openings with 5.ALL CONCRETE TO HAVE A MIN.STRENGTH OF 300o PSI AT 28 DAYS EXCEPT ON LEAD COINT'ENTMFORE " ' ' " u u 7116 MINIMUM PLYWOOD PANEL TO I ! +I „ „ 4 I U SLABS,GARAGE SLABS AND STEPS TO BE 3500 PSI MIN. attachment hardware providced, Attachments ' ! �' q + �� u I F' 96 RNDST INED. NOT EXCEED ----------- EXPOSED _IL JI CER77FIGA'�"EOFCK�PANCY ALL CONCRETE TO BE 5 TO 7 AI shall be provided in acCOrd3lnCe with 6. FLOOR CEILING,ROOF JOISTS,HEADERS&WALL STUDS TO BE DOUG.FIR#2 .--J-1---------------�-----------____1._L.._• « Table R301.2.1.2 or shall b�; d85i red to resist SO`UWR UWD 1N WATER 2X6 ON THE FLAT DOUGLAS FIR _ } OR BETTER WITH A MINIMUM fb=$25 PSI g SUP;P'LYSYSI�`M CANNOT MEMBER UNDER PLYWOOD PANEL II i Z 7.ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BE CAPACITY :, the components and claddi►iig-loads determined FASTEN EACH END OF 2x6 WITH � OF 1 TON. IF FIELD VERIFIED SOIL CONDITIONS VARY, CONTRACTOR IS TO .* EXCEED�Vi0 OF 1%LEAD.. NOTIFY ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK in accordance with the provisions Of the (6)08 X 4-1/2"SCREWS EACH END � 8.ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF BuildingCode of New York.*tate. 10" 10 O.C. NATIONAL ELECTRICAL CODES A14D SHALL BE INSTALLED BY A LICENSED& . TYPICAL 1 INSURED ELECTRICIAN.WORK 9 OCCUPANCY OR OPENING PROTECTIVES FOR EXTERIOR ( 8.ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. RESSIDENTIAL BUILDING CODES �Y ,. � TABLE R301.2,1.2 PAGE 2i'.New York State Buildin Code �n e _ AND SHALL BE INSTALLED BY A LICENSED&INSURED(PLUMBER WIND-BORNE DEBRIS PROTECTION FASTENING z ' 10.KITCHENS&BATHS TO HAVE EXHAUST FANS AS PER N.Y.S.BUILDING CODES. USE I S U N LAW FU L 11. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL,JOIST,ETC.CAVITIES To SCHEDULE FOR WOOD ` I RUCTURAL PANELS '�'b,c,d OPENINGS LARGER THAN 4 X 8 O BE INSULATED. 12.PROVIDEPROGRAMMABLECLOCKTYPEDAY/NIGHT THERMOSTAT. :, WITHOUT CERTIFICATE " o 13.EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW (FASTENER SPACING scAL� 1/2 ■1-0" o ' WITH GLASS LESS THAN 18"ABOVE FLOOR,THE GLASS IS TO BE TEMPERED. ;t 4 foot 6 foot O F OCCUPANCY u U 14.INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS&ONE ON EACH FASTENER... . : FLOOR LEVEL INCLUDING BASEMENT INTERCONNECTED THROUGHOUT BUILDING. TYPE Panel sparn < panel span < panel span F" 15.WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS,PROVIDE <4 foot < 6 foot S 8 foot HEADERS OVER ALL WINDOW,DOOR,ARCHWAY ETC. OPENINGS AS PER THE Iffi HEADER SCHEDULE. _ 4 1/Zrr u 16.ALL HEADERS V OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. Wood screws 1611 12�r - 9u 17.ALL LUMBER&PLYWOOD MUST BE GRADE STAMPED. - -- 18.OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE Q PARTS OF WINDOWS LOCATED AS TO PROVIDE UNOBISTRUCTED EGRESS 1�l► �_ : . . . TO LEGAL OPEN SPACES.SUCH OPENINGS SHALL N01T IMPEDE EGRESS IN 4 1/2r� 1l 1� 11 - - W ON THE FLAT DOUGLAS FIR 16 16 12 'T:c1 a,3lLL`INIi ai` 7i•"' "1T r MEMBER UNDER PLYWOOD PANEL -- Q AN EMERGENCY&SHALL HAVE A MINIMUM AREA OF 5.7$0.FT.WITH A Wood screWS _ -'-t-r -tr----1--- T-r--- MINIMUM HEIGHT OF 24"&A MIN.WIDTH OF 20"WITH(BOTTOM OF OPENINGS F01 ' 'fr,1 �h THE FASTEN EACH END OF 2x6 WITH ! NO HIGHER THAN 44"ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES. For SI. 1inch = 25.4 mm 1 foot= 304.8 mm 1 pound = 0.454 k F°�I_�..,.: ,� (e)#s x4-1R"SCREWS EACH END t r p kg, 1 Ft .:,r� ,-;n,. i + tl JL x I1 ! 1 a Y .� ?F U1rZf� 1�--- (FIRST FLOOR WINDOWS OPENING ONTO GRADE C©LIED BE 8.0 SQ.FT.MIN.) � _ I t -tr L ALL HABITABLE SPACES MUST MEET THESE REQUIREIMENTS. 1 mile per hour-1.609 knTiAl. F+.,r, ,-,. -n%,f-tCTE 19.ARCHITECT iS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS 2 `' >''` " 'w� NOTEDOTHERWISE, a. This table is based on 130 m'pi wind speeds and a 33-foot -_;_CFRICALB CAULKING i ' " it " 20.SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL foot mean roof height. 3. STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, 11�Si1t F-'�.'� 4 j is Jj,L=== __ It , WINDOW BEAMS,OR OTHER MEMBERS BELOW b, Fasteners shall be installed >�t opposing ends of the wood 4. F!,,, �0!:STRUCTIO I&ELECTRICAL 08 X 4-1/2"SCREiWS IV O.C.AT ALL i i p ° n q ! I BEHIND 21.LAMINATED LUMBER TO BE GEORGIA PACIFIC G-P LAM LVL 1.8E SERIES(OR EQUAL '. P.1'UST 5`COMFI:ET>4 FrGUr C.o.. PLYWOOD EDGES j i ii n a ii j j UNLESS OTHERWISE NOTED). LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO StrUC:tUral panel. ALL OONSTRUC 011 II LMEET RHE + I I' u I I �`___-===_�L===J� Z ' LOCATIONS INDICATED ON PLANS-NO SPLICING PERMITTED. LAMINATED LUMBER IS c. Nails shall be IOd commono►r12dboxnails. REQUIREMENTS M®F'MW i �-,__- _ ra Ell NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS d, lNhere screws are attached tco masonry or masonry/stucxo, �`ORKSTATE, I�r�RE ' I '� ;; PROVIDE BITUMINOUS MASTIC PROTECTION ALL AROIUND BEAM POCKETS. MULTIPLE the shall be attached utilizin ,/ibration-resistant anchors MEMBER BEAMS TO BE FASTENED TOGETHER AS PER MANUFACTURERS SPECIFICATIONS. Y Q 22.ALL STEEL TO BE ASTM-A36 AND TO BEAR ON STEEL.COLUMNS AS INDICATED ON having a minimum ultimate vAifldrawal capacity of 490 pounds. 7/16"MINIMUM PLYWOOD PANELTO ci 0 PLANS. 4 23.STEEL FLITCH PLATES TO BE ASTM-A36 AND TO BEAkR ON WOOD POSTS AS r` NOT EXCEED A 4 X s•DIMENSION INDICATED ON PLANS. FLITCH PLATES ARE TO BE BOII_TED AS PER FLITCH PLATE ' I 'i JL a II #8 X 41/2 SCREWS 10"O.C.AT ALL===- 1 1 1 --�- -�r- I I I � � � + BOLTING SCHEDULE PROVIDED ON PLANS WHERE APPLICABLE. ALLOWABLE LOADS AND ►:)EFLECTIONS PLYWOOD EDGES ;� I- 24.ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS,BEAMS,OR COMPLY WITH ALL CODES OF u OTHER MEMBERS ARE TO BE INSTALLED WITH METAL.JOIST HANGERS. 25.ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMiED WITH JOIST HANGERS. FOR STRUCTURAL MEMII::RS 5.HOMEOWNER AND/OR CONTRACTOR IS DOUBLE F SIBILE FOR ALL REQUIRED �r NEW YORK STATE & TOWN CODES 2 AS REQU ED AND CONDITIONS OF ! + 1 Q Z _ � , STRUCTURAL LIVE � DEAD ALLOWABLE � 2xeON THE FLAT DOUGLAS FIR,, � � .:� --J_i_______________J._L._� Q INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHITECT IS NOT Q RESPONSIBLE FOR CERTIFYING ANY PART OF THE CONSTRUCTION FOR WHICH MEMBERS LOADS LOADS DEFLECTION SOUTHOLDTOWN SA MEMBER UNDER PLYWOOD PAVEL J J_J � Z N t HE DID NOT VISUALLY INSPECT DURING CONSTRUCTION. !1[. 27.ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY BY OTHERS F EXTERIOR BALCONIES 60 10 LI360 FASTEN EACH END OF 2X8 WITH a- SOUTHOLD TOWN PLANNING BOARD (6)#8 x 41/Z"SCREWS EACH END � j 28.ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS _ DECKS 40 10 L/380 _ + O UNLESS NOTED OTHERWISE. WITHOUT STORAGE 10 10 L/240 SOUTHOLD TOWN TRUSTEES 10" 10"O.c. �- 29.ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS.OWNER OR «.� i ENGINEERING AND DESIGN CALCULATIONS. SUCH Kx '. .j. ATTIC W/STORAGE 20 10 L240 - N.Y.S.DEC x TYPICAL Q/ CONTRACTOR TO PROVIDE ENGINEER - ---- CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED FIRST F 40 10 U360 A PROFESSIONAL ENGINEER. TYPICAL PICAL OPr- SING PROTECTIVES FOR t� o o Q 30.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT SECOND FLOOR '•-- 30 10 L1360 n .n PRIOR TO STARTING ANY WORK ROOF RAFTERS•GROUND SNOW LOAD=701 p.;f L240 �i•- O V WITH THE ARCHITECT WITH ANY DISCREPANCIES OPENINGS LESS ,THAN 4' X 8 Z 31.DO NOT SCALE DRAWINGS, I D 32.INTERIOR FINISHES TO BE SELECTED BY OWNER. SCALE:1/20 33. FRAMER IS TO ENSURE THAT AJ.L FLOOR MEMBERS�DO NOT FALL DIRECTLY ROOF 4"V.T.R. 4"1V,T.R. Z� BENEATH PLUMBING DROPS. _ __ 34.ALL EXTERIOR WINDOWS&DOORS TO MEET A MINIAMUM DESIGN PRESSURE AS _ NOTED ON ELEVATIONS. T U 35.IT IS THE RESPONSIBILITY OF THE BUILDER TO SUBWIT ANY AND ALL AMENDED I I _.f_ DRAWINGS TO THE APPROPRIATE TOWN BUILDING DIIEPARTMENTS. ' r , i �, 2 I 38.ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREW33,ETC.IN DIRECT CONTACT1 1/2' 1 1 1/2"1 2'1 11/2" 1 1 "� ram)7 I , r WITH PRESSURE TREATED LUMBER TO BE HOT DIPPiED GALVANIZED AS PER ASTM , I , I I 1 , I I I I +!i SPECIFICATIONS`TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. � I i iWHIRLP00L ' CM M (� SQUARENFOOTAGES: x W W.C. LAv , 1 LAv W.C. SHO I R CO co (� c� FIRST FLOOR LIVING SPACE: �'1509 S.F. SHOWER '' m QD II: ;11 4 I Z SECOND FLOOR LIVING SPACE: 1104 S.F. 2nd FLOOR ' REScheck Software Version 4.4 '''"'' -- U. . Q TOTAL LIVING SPACE: 2613 S.F. 2" 3" 1 1l2" + I 2" 1 1/2" 2" 3" � Z C,O, Compliance Certificate s GARAGE: 523 S.F. FRONT COVERED PORCH: )128 S.F. " N w - 3 1 3 Project Title !+* REAR COVERED&OPEN BALCONIES: 1296 S.F. ; :�.�; .� � -- --____1 1l2" --T____-- � 1 •••1+�<'` :: o � � gym' I _____T------T ----- Energy Code: 2007 New York En Conservation 00 �-` SECOND FLOOR BALCONIES: 153 S.F. 1 , I , �'9Y (" -Eorfstruction Code "'° : :;.;;°,• 1 1/2"+ 1 1/2", 1 1/2" - , - 1 1/2' m v N Location: olk County,New York ° 0. 3 1 LAV 1 W.G• I , G�vction Type: hed i or 2 Faml z I ' Heating Type:YPe' Non leeft N a 3 SHOWER D,W SINK Glazing Area Percentage: F`A.I------------------------------- ---, ' Heating Degree s: 5750 1, .I1, , w -' , 9 Deg Days: 5750 i a► ' N " 1st FLOOR 3 Construction Site: Ow-:- ' t: Designer/Contractor: 0 p 3" '�• Michael (lips McDonough &Conroy P.C.Architects i 1 ----------- 4 3670 Expressway Drive South,Suite 200 1 ,------ -------- I Island la, New York 11749 ? .0. (631)491-6400 archstudWaol.comJOB N o. : Im-+a15 I 1 I Compliance: Passes Ilj q i 1 1/2"i 1 1/2"j 2"i D ATE : 11-16-2(D10 Compliance: Maximum UA: 1212 Your : 829 I rosy CavityCont. Glazing8 C A I. E :AS NOTE D I Assembly PAlea or R-Value R-Value u Dodr LAV i W.C: SHOWER zr lioDu�slio I Ceiling 1 : Cathedral Ceiling(no attic)• 1967 30.0 0.0 99 Z BASEMENT _' z'" i Wall 1 : Wood Frame,16"o,c.: 3111 19.0 0.0 266 Q - Window 1: Vinyl Frame: Double P e: 269 0.300 111 j Floor 1 : AII-Wood 3oistJT ,Over Unconditioned Spam: 1509 .0 p,0 115 `5-� Ep,� The proposed building led In this document Is consistent with the building plans, tons,and other calculations 1 submItted with Con ctlon application. When a Registered Design P n PP proposed systems have been designed to meet 2007 New York Energy � C.O. requirements. Reg ered Des g rofessional has stam and signed this page they are attesting tha the best of his/her knowledge,belief,and professional judgment,such plans or,specifications are In cn 4N , C. C. I compliance w this Code. TO AGENCY H.T. �0�' f i; I_ APPRV'D. SYSTEM - � Name-Title Signature Date z z PLUMBING RISER DIAGRAM NO SCALE TROVIDE VALVE FOR DRAINAGE AND BLOWOUT OF WATER SUPPLY FOR WINUERIZATION. RE VISIONS: REVISED= I-15-2011 . REVISED: 1-25-2011 ISSUED FOR BIDDING 4 i CONSTRUCTION: 8-5.2011 y- REVISIONS 4 ELECTRICAL PLANS ADDED: 0-II-2011 1 F l IjI DESCRIPTION DATE a 2' x II' x4" THICK POURED CHECKED B Y : CONC. PAD AT STEPS 4. • O W-b 1/2" 2'7'-5 I/2" II -O'. DRAWN B Y s q�_4" ,[ VERIFY R.O. FOR 5-GXWI3 POSTS FROM ONE 15 56.5" GLEAN GRAVEL IN AREAWAYS I ABOVE METAL REY6 LOW BASEMENT WINDOWS TYPICAL z _ TYPICAL I- - �n11 :4 % cri a OI w wwwa■•�- Iw+..www w w.w w w. w. r w wl 4�w X I2 3-GXWI3 ci - bXb PRE55. TRTD. HOLD TOP OFT Q POSTS♦- TYPICAL ABOVE ry���' I ( ONE 15 56.5" — I WALL AT GRADE-* I ( VERIFY R.O. r-'�R 5-GXWI3 I Z 0 l►�, I 1 o rr I I o ( I I I 4 = • �- �►— —J I v p I I �� v p I 8 1/2"XI4" APB RIM JOIST I - I o I I o I i OVER THESE OPENINGS +- L_ `� { FLUSH W! IST. FL. DECK I m I dJ ... N (3 P2.XI24'=0" W m I I I I I I { ry► I m � � L — — .-- - _- -� ( :3 „`�" x If " wwwwww APB DROPPED I Z 4" THICK POURED _ j GONG, PAD AT STEPS—) I r — —PROVIDE TYPE "X" GYP. — — — — — — — — — — — — — — — — — — — — J GIRDER L- _.. � r PL PRESS. TRTV. LEDGER BOARD IN FURNACE AREA2Xe TO HOUSE 1/2" DIAM. LAGS I m { Q r� HOLD TOP OF ► I { d VENTILATE AS PER ib" TYPICAL POCKET I I U ►� PA51 REOUIREMENTS E' WALL AT GRADE I SOT�_4\1 ZA 2X4 FRAMED WALL � I I (� HOLD NDOW WELL ( 1l^� i FURN. f„�ECNNIII- k(1 u ( I WALLS 4" I h"�M tu OC BASEMENT w I I ABOVE GRADE I 0 _ p z Q ( I O 3 WITH bx6-DI.O CONCRETE NAM SLAB 1 (Vz I I Q 2'-q I/2" T,-5" I - " I g° to OVER b MIL VAPOR RETARDER 6X6 PRESS. TRTD. OVER WELL COMPACTED SOIL. I POSTS FROM ABOVE0 .4 I PROVIDE 1/2" PERIMETER =� I m TYPICAL -1 METAL INSULATED EXPANSION JOINT. I (5) 2XIO P.T. I I �' I I DOOR 1W SELF GL5OER sl' ( I I ( MIN. G LABELED I 10" WINDDON WELL NAT GRADE I �j �j I U. _ Ctfi-�(,AQ- 4" STEP UP CANTILEVER TJI'5 OVER ( I 5„ .Za 2a L.5„ O { j ��t11 0 DRAIN TO { �;DRY NELL ■ I AT DOOR BY OTHERS - I 3� METAL BEAM POCKET FOUNDATION I { - - u�cp I ,n.. Q_ I I m I I —DOOR, VERIFY 10 I p 4 %b L _ --_ - -_ L ._ - - I R.O. W/MANUFAGTURER 31-411 r— - - - - - -- - - - - - - - — ., — _. — _.. _ — ._. ,_ _ — _1 , t� f 4'_b° { •, '.. 6" 5w1�14r APBw.... w MINIMUM 3,500 P51 CONCRETE a - - - I j 1 : DRAIN TO I -- - - - — - - - - - - - I DROPPED GIRDER I - - -- - - -- - - - -- - - - - --- - - -- - - _ _ Q ' m BDRY THERS f - 14' II q' I I/2" (5) #5 BAR5 CONTINUOUS °' b TYP. I 2X$ PRESS. TRTD, LEDGER BEAM POCKET � I I I { F- 5 BARS SPACED 2 i D . 1 v� LAG TO HOUSE W/ 1/2 DIAM. LAGS 9 v2' X 14" I — — — — — — --I u (STIRRUPS) ! ~O { I Ib" O.G. .- � 1 APB,PLUSH 4 I CANTILEVERED FRAMING ABOVE I +-+ POST FROM ABOVE 9 4 I I vw I_k N i I m ' I a , { { REFER TO DETAIL ON J� � tt• � -I � �°- Q (5) #5 BARS GONTINUOU5 ' - { THIS SHEET CONCRETE �//� /�` //� �• y I - — I LINTEL DETAIL H - ( I UNEXCA Y l'�T a/ I I !L- I(I • . N X 4" POURED CONCRETE SLAB — J INDICATES 4 VIA. 5%. m ( � WELL COMPACTED SOIL - I . O I — � � 4i COLUMN ON TOP OF til' � I �r� WITH bxb-I.O/I.D WWF OVER I I PROVIDE 1/2 PERIMETER QI I N St;; X BO"x50" x12" POURED I I , 6"x9 I/2"xl/2" STEEL AN6L —— — I ►► . CONCRETE FOOTING EXPANSION:JOINT R SLOPE TO — -I OVERHEAD DOORS { -}- WITH 1/2" STUDS WELDED TO L — ( �It V � " ni r_ to -01 : GRO" 5EGTION HOLD TOP OF �, I N= �- I Q ANGLES 12 D.G. ■ � �WALLS 4��s I ( 0�Cil ry z o C RE TE r�E TA I L A50\/r- ALL � m ABOVE GRADE I � � � 5 1/2" X 14" to CONCRETE- ,/ ( � U1 I F APB, FLUSH U IT I ( STEP FOOTING TO MAINTAIN J ry as N i G I _ I , ® ! A I I 5'-0" MINIMUM BELOW (- — O O Ln N!"'±"; z FOUNDATIoN O I I i ✓ -- -- -- --J " —SMOKE DETECTOR O i m — GRADE (STEPPED 2d MAX.) I { I!;; ; O O Ln r — I 5 I!2 X 14 APB - — — --I { % { I DROPPED IRDER wr I { co O p _ _ _ _ - _ _ t� ' I I ( r , I—HOLD TOP OF { { ° O� cq ;:;,., to WALL AT GRADE I I DROP TOP OF WALL AT I { I,II'lil"!'. �, N .il' E I ``A * OVERHEAD DOOR LOCATIONS I I '''. ` r r r • t J ( ( I BEAM POCKET I I N ( / Jj — I FOR SLAB OVER M M M o I I �� 1 I i� I I $ m I I I I v I I ANCHOR BOLTS i I REFER TO DETAIL ON I I N o (o I I yo - —I �/S DIA. # { I a z X 1:1 Z HIS SHEET CONCRETE I Q SEE DETAIL 6 ON DETAIL »- ■ L — —— ---� ( LINTEL DETAIL I ( cp - ( I X - I SHEET Al I I I :: g:,, z a n4'-8" t-- - - - -- -- - - - -- - -j Iry I Iry I — i — - - - -- - - -- - - - - - - - - - - - - -� I '' a ,i •Azy V7 I I I :> W o d .W; • ,•adi wow-- _ • wwwww I . . . ,iji;iiii ifis ..:; ♦w s ; - - -- (3) 2XI2 P.T. L — J (SJ 2XI2 P.T. L — 1 -- L - - - -- — -- - - - — J ,:yLo -- -- - - - -- - - - - - - -- - - - - O: 00 Ix }-W p ANCHOR BOLTS m ; N '1/8 VIA. 15/AI2 � � z SEE DETAIL 08 ON DETAIL a SHEET All METAL AREAWAYS AT LZ LOW BASEMENT WINDOWS AN FSRkVEL IN TYPICAL AREAW/r5 t Q TYPICAL �. M � 4„ THICK a u 2 x b x POURED , u n a n , n GONG. PAD AT STEPS 3 j 2-5 8-6 2-5 24'-O" J O 13 N 0. : 10-015 I11 PATE : II-16-2 0-� SCALE :A6 NOTED Q OU � ASEMENT FLAN SCALE: 1/4" = I'-D" z, /10PU46/10-015 Z NOTE: ALL FOUNDATION WALL5 TO BE 10" POUREED GONG. KEYED TO 12" x 24" POURED GONG. FOOTINGS UNLESS NOTED OTHERWI5E. O ALL FOOTING5 SHALL BE 5'-O" MIN. BELOW 6RAkDE, STEP FOOTING5 AS REO'D. TO MAINTAIN MIN. DEPTH NOTE• FOUNDATION WALLS TO BE HELD 8" MIN. ABOVE' 6RADE. «ALL EXTERIOR PERIMETER RIM/END J015T5 TO IBE I5/4"xl4" LVL MEMBERS. /GL,1� DI ��uOp aO��G ®DENOTES HARDWIRED SMOKE d CARBON MOWOXIDE DETECTORS, TYPICAL G" L/ ANCHOR BOLTS _0 25" O.G. TYF I GAL. SEE i7 =TAIL #4 SHEET Al I �. VA . �i ,C NE �t. rir Y- z A,2 j I 1 REVISIONS: REVISEDS 1-15-2011 REVISED: 1.25-2011 3 ISSUED FOR BIDDING 4 CONSTRUCTION: 8-5.2011 REVISIONS 4 ELECTRICAL PLANS ADDED: 0-II-2011 z z DESCRIPTION DATE CHECKED B Y Q 3 $33 DRAWN BYs L1 o ct) a O MIN. 56" HIGH R4AILIN6 O HEAVER �.�il'�EDULE NOT TO PERMIT ,ak 4" DIAM. SPHERE TO PENETRATE i w �U ALL MATERIAL FOUR WOOD FRAMING TO TO BE SELECTED Z BY BUILDER /OIWNER 3-WDH210510 _ HAVE A MINIMUM flb OF 825 P.5.1, (35W OH EACH) a NOMINAL LUMBER *SIZE: 5PAN5: (3) 2X8 UP TO 6'-0" PAINTED COL. COVERS n/ (3) 2xlo b'-a' To 8'-O'1 �-,E WVERED DECK tl_ 0 I D WOOD FINISH AS PER OWNER - (5) 2XI2 8'-O" TO 10.-O" /3� ' IF-Oft, _ O 8'-5 1/2" 12'-10" 6'-2" Q POSTS SHALL BE 6X6 (NOMINAL) UNLESS (N A c A NOTED OTHERWISE. *NOTE. ALL SIZES, GALLED OUT ON ANY OF A 4 I/2" i 4 I/2" w � z � M. T_ Qi THE FOLLOWING 1DRAWIN65 WILL SUPERSEDE 13X6 1 510 + m ' THIS SCHEDULE. U bO aO SLIDING PATIO DOOR WDH210510 8080 GLIDING PATIO DOOR LEGEND 4 ABBREVIATIONS IN !3'Xb' PH) DENOTES LORD pOQ :fl FLUE FROM FURNACE 4 BEARING WALL Km X IN BASEMENT. FIREST-COMBOP �- CHASE W/ NON-GOMBUSTIBE I I MATERIAL, 8'-0' O.G. VERT. Q DENOTES HIGH OR I I n LOW PLATE GONG. STEPS 3 J Irr 11 DENOTES POST SEE FOUNDATION PLAN I w _ „ a ]FAMILY. ROOM �{ KiTG�-EN o � DENOTES POSTED ° MIN. 36 HIGH RAILING n Q f►►- `� _ — NOT TO PERMIT A 4" DIAM. z u1 z O ® LOAD FROM e_j `v— FINAL LAYOUT BY OTHERS N SPHERE TO PENETRATEI p N OO , ABOVE TO BE SELECTED = U! u- { YX (t1 dJ ASV. ABOVE BY BUILDER / OWNER _ 56" PREFABRICATED,FIREPLACE I < --- ul Lu TO) CONFORM TO N.Y.S. ENERGYN ASF ABOVE SUB-FLOOR GCQNSERVATION AND CONSTRUCTION u- BOTT. BOTTOM COP E - PROVIDE F.A.I., HEARTH AND �A H SUPRR.OUND TO CODE. FIRESTOP CHASE ( •• i' 12" DIAM. COL. COVERS O^ Q I L Vlu �- B.W. BEARING WALL PAINTED tu v A y�'�/ it F � -Q 52" METAL INSULATED DOOR ri BID, BIDET 36LGON 1 N WITH SELF CLOSER (G LABEL) t Q GL. CLOSET WOOD FIN A5 PER OWNER 2 =X IN t; .,I PROVIDE STEPS TO 6ARA6E CLING. CEILING 'I'-3" 053 8'-5 1/2" m S� I 5LAB AS REQUIRED z-j N z I C p \` Q D. DRYER . IA.. DIAMETER —— —— — — — — 2 POCKET U D.O. DOUBLE OVEN 2 -5 2 I I I/f _ 42" REF lu _ __ _ _ 8080 GLIDING RATIO DOOR - 7: „ '- ^", 8'-2 1/2" 4'-8" N D.W. DISHWASHER 4 I, N Jl I) r^ D Wdq 2 w .► tt1 ® e SHELVES J cn 1-1 v• Z EQ. EQUAL ' I ai p� I 2� 26 2Lu Q FL. FLOOR — — --- — — — — — — STORAGE UNDERNEATH - ' � � .D IN GARAGE • GAL\/. GALVANIZED _ O I F- HDR. HEADER � DROOM ® QO 0 (��tR`� W `� p _ m (� x N,ORI Z, HORIZONTAL ---t� �t a� mF, I qkkL Q LVL LAMINATED VENEER :z 0 .n z LUMBER cr m 3 PROVIDE MIN. 54", MAX. 58" HI6H V LIN. LINEN m / P.T. HANDRAIL NOT TO PERMIT A I 4" DIAM. SPHERE TO PENETRATE LAV. LAVATORY � W u1 { { O� o� cr Z NON-BEARING PARTITION ((► { { m !iii.. O O Lo I - MAS. MASONRY w . . . . . . . . =TWO G�4i� G�i G� - - - - - - y O O Lo i•- I - - - - - - - - - -- - - i PED. PEDESTAL SINK � \ iEi�!11!i:::. d'coCOO �- • .D- _ — -tN6Tt�i.�5f8'�PE-"jE- FIRE — ,;I:�•f::::.: �- /1 o0 y:zZ U GYPSUM BOARD ON WALLS 3 1 PARALLEL STRAND :� - ® �► CEILING ADJOINING LIVING SPACE ����I��I►: " " ' ° — )MIc) ly P5L 4'_ "f LUMBER M7 J;2* P.T. PRESSURE -.PRE5ERVATIVELY ® oTREATED LUMBERPAN. PANTRY . a 3080 R i�['S1DE-CITES GPI 2 TO BE E EG:iED BY OWNER (3X3 CASEMENT) i;;;;- CO CD O• ' 'R. RISER (5)R.R. ROOF RAFTERS Z �_ OrF I G� y Ifs o '� O R. 8 S. ROD 4 SHELF N �`"`� ( �essO Y D. ENT "} = „ R.O. ROUGH OPENING 0000 FIN15H AS PER OWNER 12 DIAM. COL. COVERS N Q c t� V PAINTED SHWR. SHOWER �; 3x OWER 4'-0 1/2" '1'-5 I/2" 4'-8" Go 5TL. STEEL '0 N m N S. SINK AL 0Z TYP. TYPICAL o 0 0 0 c � 8 x6 GA GE DOOR 8 x8 6A 6E DOOR x •r VERT, VERTICAL / 2 G15 W '- VERtIGALLY ( ' ' ti VIF VERIFY IN FIELD MIN. 56" HIGH RAILING I I li M W. WASHER I NOT TO PERMIT A 4" DIAM. 1. 0 i w dJ TO B SPHEREE SELECTED TO ATE , W.G. WATER CLOSET BY BUILDER / OWNER -4 I I JOB N0. s 10-015 10'-8" J p A T E i 11-16-2010� I6'-O" 24'-O" SCALE :A S NOT E D Q 56-O" Zr /10Dti1CzS/10-015 'FIRST FLOOR PLAN GALE: I/4" _ �_A :.R I), NOTE: ALL WALL5 2x6 ® 16' O.G. CONSTRUCTION, UNLE55 NOTED OTHERA15EE v I _Q �` `� BOG ®DENOTES HARDWIRED SMOKE 4 CARBON MONOXIDE DETECTORS, TYPICALL ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA BAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND BORN DEBRIS PROTECTION AS DETAILED ON SHEET Al. (301.2.1.2) z z A5 RE VISlONB: REVISED: 1-15-2011 REVISED: 1-25-2011 ISSUED FOR BIDDING < CONSTRUCTION: 8-5.2011 }. REVISIONS t ELECTRICAL Z PLANS ADDED: 5-II-2011 � z DESCRIPTION DATE CHECKED B Y : 0 3 Q 2-61 1/2 8-I I 3-10 15-O 1/2 12-5 I I• D R A lu N B Y j 1 N 1 11 / Y 1 11 1 Y 1 4 21.ON 8'-5 1/2" Q 5-NDH21042 r (5'X4'-4" PH EA H) 1- HEADER 50HEVULE 1 TO N. 6" HIGH RAILING + ry ry Z 0 LU ALL MATERIAL FOR. WOOD FRAMING MI 5 " 50" WIDE WINDOW SEAT Q U 1- HAVE A MINIMUM fb OF 525 P.S.I. NOT TO PERMIT A 4 DIAM. ry A5 PER OWNER ry I" NOMINAL LUMBER 511ZE: SPANS: - SPHERE TO PENETRATE "'BALCON : _ TO BE SELECTED tt i /� z - BY BUILDER/ OWNER WOOD FINISH A5 PE OWNER } Q (15) 2X8 UP TO 61-O" z p rdJ O (.3) 2XI0 6'-O" TO 8'-O" I r ry EJ ry ry Q 0 �y- FLAT i (5) 2Xi2 8'-011 TO 10'-0" m 9' ASF r r m POSTS SHALL BE ,bX& (NOMINAL) UNLESS 4-6XWI5 CASEMENT VXV EACH 6880 6LIOINC51 PATIO DOOR ,NOTED OTHER _ _ _ _ _ j Q WISE. — — — — — — — — — — — — *NOTE, ALL SIZES rALLED OUT ON ANY OF 'THE FOLLOWING DIRAWIN65 WILL SUPERSEDE Y ! 'THIS SCHEDULE. Uy I \�-- - - --. - - - - - - - - - - - - - - - - - - --/ Q 9A �. ILE&END 4 ABBREVIATIONS � a SB MASTER DRM.P 1 1 U ry m 1 SLOPE SLOPE — RAI5ED5 L. - - - - - - - - - - - - - - - - - -- DENOTES LOAD MIN. 56" H16H RAILING i I ece / Q BEARING WALL NOT TO PERMIT A 4" DIAM. 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(BEYOND) ! n Q DRAWN BYs 60 MIL FULLY ADHERED PLYWOVER 5/8" COX 2X8 J015T5, 16" O.G. z to 5 1/2"Xq 1/4" APB -6'. B.W. IL O L Q d� 7 }- SITTING MASTER BEDROOM MASTER BEDROOM BATH z � IL- z METAL J015T HANGER5, TYP. 3 I/2" X II 1/8" APB cp C4 = 5 1/2" X 15" APB z B.W. p� I O - SOLID FIRE STOPPING Q CL > W. AS PER TJI MANUFACTURER'S SPECS. p I-: U U BREAKFAST KITCHEN PANT. C7ARA &E Ul F- U 41 Q B 1/2" PLYWOOD SOFFIT DROPPED GIRDER S 1/2" X 14" APB RIM JOISTS OVER WINDOW5 WHERE INDICATED lu ON FOUNDATION PLAN _ z BASEMENT o ° Z4 - ------------------------------------ m ---- Ul ' J •• lu i STEPPED FOOTING BEYOND O Z 5EC71 O'� ISCALE: 1/4" = 1'-0" I�t - I FOR BALANCE OF INFO. SEE SECTION A-A u2XI2 RIDGE (I FOR STRAPPING AND NAILING DETAIL SEE SHEETS All, AI2 d A15. I TYPICAL ROOF CONSTRVCTION: ARGHITEUR GTAL A HALT SHINGL 5 2x6 COLLAR TIES 2Xt2 RIDGE c " COLOR TO BE SELECTED 161, O.G. 12 12 12 Lu Q 15# FELT PAPER --1 1/2" COX PLYWOOD 6 OF 18 O 2x10 ROOF RAFTERS, 16" O.G. A5 PER FRAMING PLANS 1-2 2x6 COLLAR TIES, Ill O.G.. 1 �" 2x CEILING J015T5, 16" O.O. AS PER FRAMING PLANS bl l 5/8" 6YP5- UM BOARD INTERIOR FINISH Al PROVIDES CONTINUOUS VENTILATION w FROM 5OFFIT5 INTO ROOF` SHINGLE CAVITY z 2x10 GEILIN6 TIES 2x10 GEILIN6 TIES I6" O.G. _ 16" O.G. a► cv z � 11 :.� : I Re coo r- �- U ' d TYPICAL SECOND FLOOR CONSTRUCTION: OORIN6 AS PER OWNER FINISHED FL :;i:;;, �—�• d" > .!I v I 5/4" T. !'• G.. PLYWOOD SUB-FLOOR R R '' 4l LM N II We>" TJI 560 SERIES FLOOR JOISTS MASTER BED OOM a;;, " " 'i�► E MODEL #'S AND SPACING �"" 1•" '' ( AS PER FRAMING PLAN5 Al -7 SUB-FL. ZND. FL. a� TYPICAL WALL CONSTRUCTION: al "PERFEGTION5" CEDAR SIDING 5 1/2" X 14" APB, DROPPED v SIDING 5 1/2" TO THE WEATHER UNDER HIGH 5UB•FLOOR nn 50# FELT PAPER G an L 1/2" COX PLYWOOD Go m �N 2x6 STUDS, I6" O.G. ;:, } Ill BATT INSULATION 2X6 BALLOON FRAMED WALL 3 z 5/8" 6YP5UM BOARD INTERIOR FIN15H w 14 o. E w KITCHEN LIVINS ROOM TYPICAL I'IRST FLOOR GONSTRUCMONo O FINISHED FLOORING AS PE R OWNER 5/4" T. 811 G. PLYWOOD SUB-FLOOR 14" TJI 560 SERIES FLOOR JOISTS AS PER FRAMING PLANS R-50 BATT INSULATION Al JOB NO. s 10-sD�5 TYPICAL SILL GONSTRUGTION: 14" TJI'S 12" O.G. 14" TJI'S 16" O.G. D A T E s II-16-2010� I- 2x6 P.T. SILL PLATE COPPER TERMITE SHIELD ISCALE ,A6 NOTED IL SILL SEAL INSULATION 5/8" ANCHOR BOLTS, 25" O.G. (MAXIMUM I'-O" FROM GORINERS zs /10DU�SS/10-0'15 •� z Q NO LF-55 THAN TWO (2) PER SILL) 4 BASEMENT 0 d TYPICAL FOUNDATION WALL: -I IO" POURED GONG. WALL/ IUNLE5S NOTED Q KEYED TO AN 10"x24" (MINIMUM) REINFOR:GED WITH (2) GON7INUOU5 #4 BAR5 � s } TOP AND BOTTOM W/ 1/2" 1DIA. #4 BARS 4'-0" O.G. VERTICALLY POURED CONCRETE FOOTING REINFORCED WITH (2) CONTINUOUS #4 BARS t� DAMPPROOFING 2'-O" LI1 II ( rT SECTION A� FOR STRAPPING AND NAILING DETAIL SEE 5HEET5 All, AI2 d AI5. z z 3 i REVISIONS: REVISI=O: 1-15-2011 ISSUED FOR 15100ING 45.2011 CONSTRUCTION: 5-5-2011 REVISIONS 4 ELECTRICAL z PLANS ADDED: 5-II-2011 SEE TYPICAL SECTION "1" LEDGER TO BE FASTENED TO SEE TYPICAL SECTION "1' We STUDS W1 ALL ARCHITECTURAL AND d x 3"NAIL IN S.RAFTER TO BE THREE TAB ROOF SHINGLES FASTENED TO LEDGER W/ i I- TO RECEIVE(0)FASTENERS (3)1 Dd x 3"NAILS. z • TYPICAL ALL ROOF SURFACES lu • (1)'SIMPSON-H7Z ALL ARCHITECTURAL AND DESCRIPTION DATE Ie • • 1 HURRICANE TIE SEE DETAIL#21 THREE TAB ROOF SHINGLES I ] b I OR APPROVED EQUAL { ) U ALL.ARCHITECTURAL AND TO RECEIVE 6 FASTENERS C H E G K E p B Y O o o • AT EACH RAFTER PER SHINGLE THREE TAB ROOF SHINGLES o • • TO RECEIVE(6)F?1`3TENERB 8d NAILS THIS SIDE t RAFTER SPACING 16"O.C.MAX - �1 CORNER STUD CONNECTED TO » TOAL RAFTERS FOUR 8d NAILS DRAWN B Y s Q Simpson Strong-Tie TRANSFER SHEAR (2) SIMPSON °°Hr { CONNECTORS 10°-0°°MAXIMUM OFFSET INTO RAFTER) F-"SIMPSON"LFTA HRC22 2 ROWS OF 16d COMMON NAILS,Vr O.C. RAFTER SPACING;16"O.C.MAX. •81MPSON"SP5 NOT TO SC (�8d NAILS INTO PLATES CONNECTOR,16"o.a. • (ONE EACH SIDE) CONNECTORS (8)8d NAILS INTO STUDS (16)10d FASTENERS TO STUDS. RIDGE (5)8d FASTENERS; (ONE EACH SIDE) 'WHERE 14"OR TALLER T.J.I.FLOOR 13 Simpson Strong-TIG .SIMPSON*HDQ"D83 OR APPROVED EQUAL TO RAFTERS/TRWSB JOISTS ARE USED-USE"SIMPSON"FTA6 CORNER • FASTEN W/20-sD81/4X3 SCREWS (6)8d FASTENERS TO STUDS (8)10d NAILS LEDGER TO BE FASTENED TO CONNECTORS AT 16"O.C. (1)"81MP80N"AC POST CAP z MCP • TO STUD WALL STUDS W/MINIMUM TO MEET A i O T4) PLATE NAILS (3)10d x 3"NAILS.RAFTER TO BE MINIMUM UPLIFT OF FASTENED TO LEDGER W/ 1400 pal WOOD OWING }- TYPICAL HIP RIDGE AND 7/8"ALL THREADED ROD (3)10d x 3"NAILS. CAPACITY-NAIL SIZE I y`O I I �N�h' ---rl n AND QUANTITY S PER MODEL NUMBER z L) CORNER CONNECTIONS TIE i if I TO 14100 psIOW00D BEARING REFER TO MANUFACTURE "SIMPSON"CNW COUPLER I I TO MEET A MINIMUM UPLIFT 'Q = (NOT TO SCALE) 10 OR APPROVED EQUAL z �c TO MEET 120 MPH WIND LOAD CRITERIA TYPICAL AT ALL SECTIONS CAPACITY-NAILING PATTERN I-- 4 CONNECTORS H6 USED,SOLID (2)"SIMPSON"NHS- AT _1 IF T.J.I.S ARE AS PER MODEL NUMBER REFER TO MANUFACTURE 0 N ONE EACH SIDE) AT SILL CONNECTION PRESS.TREATED LL ( BLOCK EACH CONNECTORS (4)8d FASTENERS SIDE OF WEB JOIST SPACING(MAX 1V O.C.) F w TO PLATE FLUSH W/FLANGES t� LEDGER LAGGED TO BLDG. (ONE EACH SIDE) (4)8d FASTENERS AT EVERY STAGGERED 12"O.C.3/8"LAGS (8)8d FASTENERS TO JOIST 0 TO FLOOR JOISTS CONNECTS (8)8d FASTENERS TO GIRDER ° "SIMPSON"SSTB28 ANCHORS A Z ,SEE SECTION 1 FOR , : `. . OR APPROVED EQUAL `t O STRAP CONNECTION L " .'' EMBEDMENT AS PER Q MANUFACTURER'S SPECS. TYPICAL AT ALL SECTIONS _ 1/2"CARRIAGE(BOLT 0 "SIMPSON"FACE MOUNT HANGER :'' ' °• ' SEE FOUNDATION PLAN 5/8"DUI.ANCHOR;BOLTS (2)PER CONNECTION U OR APPROVED EQUAL TO MEET FOR LOCATIONS 23"O.C.UNLESS NOTED = U U A MINIMUM UPLIFT OF OTHERWISE { (�( 600 psi WOOD BEARINGS '' ' CAPACITY-NAILING PATTERN "SIMPSON"FACE MOUNT FLOOR JOISTS -AS PER MODEL NUMBER �'---Pf�t88•TREATED POET j AS PER PLANS REFER TO MANUFACTURER HANGER R BOLTS MINIMUM UPLIFT OF 9 5/8"DIA. N ESS NOTED 600 psi WOOD BEARINGTOM ET A N"POST BASE OTHERWISE CAPACITY NAILING PATTERN MINIMUM UPLIFT OF I Il- FIRESTOP 1 EACH BAY AS PER MODEL NUMBER 1400 pal WOOD IBEARINO REFER TO MANUFACTURE CAPACITY-NAIL SIZE » • . AND QUANTITY O APPROVED HECOMINECTOR TYPICAL CORNER HOLD DOWN I Q OR APPROVED EQUAIL AS PER MODEL NUMBER STUD SPACING,16"O).C,MAX (ONE EACH SIDE) (NOT TO SCALE) • • REFER TO MANUFACTURE (5)8d FASTENERS TO RAFTERSJTRUSS TO MEET 120 MPH WIND LOAD CRITERIA TYPICAL WALL SECTION (5)8d FASTENERS TO!STUDS RAFTER SPRINGING FROM • 115 TYPICAL PAD ABOVE SUB-FLOOR TYPICAL WALL SECTION TYPICAL WALL SECTION AT COVERED PORCH 114 WATERPROOF DECK DETAIL * TO MEET 120 MPH WIND LOAD CRITERIA (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) j *(NOT TO SCALE) G� $ 7 * TO MEET 120 MPH WIND LOAD CRITERIA *' TO MEET 120 MPH WIND LOAD CRITERIA 5 ' TO MEET 120 MPH WIND LOAD CRITERIIA H z U ,�\ H3 AND A35 CONNECTORS ARE,TO BE STAINLESS STEEL NOTE: -- WHERE THEY ARE IN CONTACT WITH ACQ TREATED LUMBER. --� SLIM STAINLESS STEEL NAILS MUST ALSO BE USED. ALL METAL HANI`RS,• CLIPS, NAILS, BOLTS SCREWS, ETC. I N DIRECT -� PRESSURE TREATED SILL PLATE, CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED u I OQ I I I SEE PLANS ,: : �I 1 I I GALVANIZED AS �'ER ASTM SPECIFICATIONS TO RESIST CORROSION " " - ' P� 81MP80N CS20 COILED STRAPS � s(1 FROM PRESSURE TREATED LUMBER. OR APPROVED EQUAL ID p SPACING 16R"O.C. ,MAX. 11 1 � N �-1 1� o • e G • FASTEN AS PER TABLE 3.BA .� O I • OOL 31/2" I I I I I ALL ARCHITECTURAL.AND I' (MIN.) I I I i I 6/8"DIA.ANCHOR BOLTS,23"O.C. o THREE TAB ROOF SHINGLES I o "SIMPSON C820 I UNLESS NOTED OTHERWISE o "SIMPSON"CS20 COILED STRAPS TO RECEIVE(6)FASTENERS " o OR APPROVED EQUAL COILED STRAPS PER SHINGLE ..._. MIN.?"EMBEDMENT S MIN.31t2"PROJECTION OR APPROVED EQUAL O AT EVERY RAFTER, AT EVERY RAFTER, Q I I I MIN.3"X 3"WASHER S NUT I� MAX,SPACING 16"O.C. • h "SIMPSON"LBPS1/2 OR APPROVED EQUAL MAX.SPACING 16"O.C. z PRESSURE TREATED SILL (2)H38S STRAPS AT EVERY STUD (2)A36SS FRAMING ANGLE AT EVERY : PLATE,SEE PLANS » (16 O.C.)ENTIRE EXTERIOR STUD(16"O.C.)ENTIRE EXTERIOR PERIMETER ALL ARCHITECTURAL AND ALL ARCHITECTURAL AND THREE TAB ROOF SHINGLES COPPER TERMITE SHIELD PERIMETER OF BUILDING(I)ONE OF BUILDING(;)ONE EACH SIDE OF STUD THREE TAB ROOF SHINGLES TO RECEIVE(0)FASTENERS - �, (1)"SIMPSOW H7Z EACH SIDE OF STUD-FASTEN FASTEN WITH(12)-Sdx1 1/2'NAILS TO RECEIVE(6)FASTENERS PER SHINGLE i HURRICANE TIE SEE DETAIL;!21 FOUNDATION WALL,SEE PLANS WITH(4)-8d NAILS INTO STUD OR APPROVED EQUAL O LO I o, PER SHINGLE (1)"SIMPSON"H72 AT EACH RAFTER 00 Ln :;� AND(4)8d NAILS INTO PLATE I' '!j, U I HURRICANE TIE SEE DETAIL#21 RAFTER SPACING 16"O.C.MAX. 'd'(O Q >- `l,► OR APPROVED EQUAL (2)8d NAILS THIS SLIDE ''z SLAB-ON GRADE SILL �� � TYPICAL AT EACH RAFTER OF RAFTERS RAFTER SPACING 18"O.C.MAX (TOTAL OF FOUR Bid NAILS .` v T`1 (1)"SIMPSON"H7Z (2�8d NAILS THIS SIDE INTO RAFTER) '" '!' c CONNECTIONS ENTIRE PERIMETER OF BUILDING ��Q- OR APPROVE E SUADETAIL#21 bb `• I OR APPROVED EQUAL RAFTERS {2)8d NAILS INTO PIIATES i!flli v a AT EACH RAFTER (TOTAL FOUR 8d NAILS N ! " v (8)8d NAILS INTO STUDS �;lli:. _. E r r- Tw RAFTER SPACING 16"O.C.MAX. I —A - (NOT TO SCALE) 8d NAILS THIS SIDE (2)8d NAILS INTO PLATES !I?;,; 8i.' M M cM I g v, z .k TO MEET 120 MPH WIND LOAD CRITERIA 4a RAFTERS (8)8d NAILS INTO STUDS Co (() "I N (TOTAL OF FOUR 8d NAILS MIN. 12"BEARING 1 I INTO RAFTER) iljhf .:;. •4 Z X I"'.!. .. z (2)8d NAILS INTO PLATES / ';i�?`:: ::.::; (a 0 'Q I> j O (8)8d NAILS INTO STUDS "SIMPSON"CS20 COILED STRAP 2X STUDS,SEE PLANS (2)"SIMPSON""H6" " ' :;I•: fn OR APPROVED EQUAL `"'`'`' Il- F STUD SPACING 16"O.C.MAX. » !I ,,� o CONNECTORS AT EVERY STUD(MAX.16"O.C.) M N Q I FASTEN AS PER TABLE 3.4B ' :.,Qi — _ 4 v (ONE EACH SIDE) Z MIN,12"BEARING ON STUD SURFACE _ (j (8)Sd NAILS TO RIM JOIST Oj00 II 40 (8)8d NAILS TO STUDS :MIN.12"BEARING c• m v N 1 I I a 2X PLATE,SEE PLANSFIRE (2)"SIMPSON""H6"OR APPROVED EQUAL. li SOLID BLOOCK CONNECTORS ? I; EACH BAY CL JOIST SPACING 16"O.C.MAX SUB-FLOOR,SEE PLANS �,,,7 (ONE EACH SIDE) } I 1 t I I (8)8d NAILS TO FLOOR JOIST I I I I I I I p TYPICALAT (8)8d NAILS TO PLATE 4 i o I I I I I I i II RIM JOIST,SEE PLANS ALL SECTIONS 1 I I I I I I I If ° ° • w I I I I I I I I ° • "SIMPSON*LTP4 CONNECTORS 4a '4 MIN.12"BEARING OR APPROVED EQUAL 16"O.C. Y I I i I I I II "SIMPSON*SSP STUD PLATE ° , ° FASTEN W/12-8d 2"NAILS SIMILAR �\ "OR APPROVED EQUAL J O IB N O. c 10-015 I I I TIES OR APPROVED EQUAL . ° BEARING ON STUDS,NAIL S j i I AT EVERY STUD, ° PER TABLE 3AB (MIN.) I I I t „ » ° 31/2" i i *SIMPSON*C820 STRAPS OR W/"SIMPSON"LTP40NNECTORS DATE : II-Igo-2010 5i/8 DL4 ANCHOR BOLTS,23 O.C. ° ° APPROVED EQUAL AT EVERY OR APPROVED EQUAL I I UNLESS NOTED OTHERWISE o • STUD,FASTEN S PER 5/8"DLA,ANCHOR BOLTS 16"O.C.,FASTEN W/12-Sd 2"NAILS MIIN.7"EMBEDMENT 8 MIN.31R"PROJECTION TABLE 3AB 23"O.C,UNLESS 8 C A L E t A 5 NOTE p !, It , e 5/8"DIA.ANCHOR BOLTS 1 NOTED OTHERWISE 5/8"DIA.ANCHOR BOLTS WAIN.3"X 3"WASHER 8 NUT 31/2" o° to ° 51V DIA.ANCHOR BOLTS, 23"O.C.UNLESS 23"O.C.UNLESS "lSIMPSON"LBPS1/2 OR APPROVED EQUAL (MIN.) °° ° 23"O.C.UNLESS NOTED OTHERWISE NOTED OTHERWISE I NOTED OTHERWISE ,Zo /10PLCsS/10-0-i5 Q PRESSURE TREATED SILL MIN.7"EMBEDMENT AND PLATE,SEE PLANS MIN.31/2"PROJECTION \ COPPER TERMITE SHIELD MINS102 3"WASHER&NUT PROVED EQUAL P" FOUNDATION WALL,SEE PLANS PRESSURE TREATED SILL PLATE • • F[) -j SEE PLANS - RC O COPPER TERMITE SHIELD • • r c ONO �>+ i } FOUNDATION WALL,SEE PLANS • ° TYPC IAL TYPICAL SILL CONNECTIONS AT TYPCIAL WALL SECTION � AT CANTILEVER TYPICAL WALL SECTION GARAGE WALL LOCATIONS TYPICAL SILL CONNECTIONS SLAB WALL CONNECTION (NOT TO SCALE) �~ - �- }— �c TO MEET 120 MPH WIND LOAD CRITERIA (NOT.TO SCALE) (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) * TO MEET 120 MPH WIND LOAD CRITERIA * TO MEET 120 MPH WIND LOAD CRITERIA 4{� * TO MEET 120 MPH WIND LOAD CRITERIA /� * TO MEET 120 MPH WIND LOAD CRITERIA z IJ " 2 1 All P - REVISIONS: REVISED: 1-15-2011 REVISED: 1-25-2011 ISSUED FOR BIDDING 4 CONSTRUCTION: 8-5-2 011 y- REVISIONS 4 ELECTRICAL Z USE A MINIMUM OF PLANS ADDED: 6-II-2011 I TM 8d NAILS THIS j - SIDE OF TRUSS. TOTZ ad rNAAIiL�R �• ` O (��8D NAILS®4'O.C. 7 (2)'SIMPSON'W INTO TRUSS. 1 L- CONNECTORS �V STRAP KING STUDS TO TOP PLATE STRAP KING STUDS TO TOP PLATE 1 JOIST SPACING(MAX 16"O.C.) a ..e_ HEADER HEADER ! (ONE EACH SIDq a FASTEN AS PER TABLE 3.4B v ^�a 12" DESCRIPTION DATE MAX CHECKED B Y v O FASTEN1 PAS PER CAP OSIMPSOOR APPROVED OSQUALLFFROS M P OR P ROVED EQUAL ROMP DRAWN 5 Y , Q MANUFACTURER'S SPECS. ° STUD TO HEADER MIN.24"LONG STUD TO HEADER MIN.24"LONG (� PRESS.TREATED POST ryyp ° EIGHT AT ALL HEADER(LOCATIONS AT ALL HEADER LOCATIONS NAIL BASED ON "SIMPSON"FACE MOUNT 8d NAILS Ed NAILS EXTERIOR FASTEN A8 PER TABLE 3AB FASTEN AS PER TABLE 3AB SHEAR WALL HANGER TO MEET/1 "SIMPSON"POST BASE INTO INTO REQUIREMENTS F— MINIMUM UPLIFT OF: TO MEET PLATES STUD /I \/t,/ 600 psl WOOD BEARING MINIMUM UPLIFT OF Simpson Stron Tio VIEW U Z CAPACITY. 1400 psi WOOD BEARING a - r� (L FASTEN AS PER CAPACITY. TY 2x STUDS 2x STUDS MANUFACTURER'S SPECS. FASTEN AS PER 1 i P I CAL ON i MANUFACTURER'S SPECS. SEE PLANS FOR!SIZE SEE PLANS FOR SIZE { t, "SIMPSON" H7Z EXTERIOR CENTER 2x BLOCKING z `= N Al' CRAWL SPACE HURRICANE RRI G�AN E TIE ON SHEATHING JOINT TYPICAL CONNECTION STRU TURA /I VIEW NO CEILING E STRUCTURAL PANELS 'Q z (NOT TO SCALE) (NOT TO SCALE) y DIAPHRAGM ON GABLE FACE AND = �t TO MEET 120 MPH WIND LOAD CRITERIA TO MEET 120 MPH WIND LOAD CRITERIA REQUIRED ON WALL BE!Ow21 f-- BASED ON SHEAF WALL REQUIREMENTS ol "SIMPSON"CS2'11,COiLFD STRAP "SIMPSON"CS20 COILED STRAP23 N OR APPROVED L'QU."_' FROM OR APPROVED EQUAL FROM MIN. BEARING ON WALL STUDS STUD TO UNDERr T:tti MUD SILL MIN.12"BEARING ON WALL STUDS STUD TO UNDER THE MUD SILL � � MIN.1r BEARINC3+^N STUDS MIN.1r BEARING ON STUDS TYPICAL FASTEN AS PER TABLE 3AB FASTEN AS PER TABLE 3AB 0 ! J GABLE END WALL RIM JOIST RIM JOIST BALLOON FRAMING z 0 2x4x8'CONTINUOUS LATERAL BRACE 6'-W O.C. SILL PLATE SILL PLATE 0 Q 2-10d NAILS (NOT TO SCALE) p * TO MEET 120 MPH WIND LOAD CRITERIA f-> 2-10d NAILS JOISTS CONCRETE17 CONCRETE v u EACH TRUSS FOUNDATION FOUNDATION - - - - I u TRUSS OR CEILING JOIST TYPICAL STRAPPING NAILS TYPICAL STRAPPING Q DETAIL FOR OPENING THAT DETAIL FOR OPENING UP " 3,s" Q EXCEED 42" IN WIDTH ON ALL MIN GABLE END TRUSS TO 42" I N WIDTH ON ALL EDGE GYP.BOARD OR CEILING JOIST BLOCKING e DISTANCE NO FURRING 2X PLATE,SEE PLANS EXTERIOR FRAMED OPENINGS EXTERIOR FRAMED OPENINGS ° ° ° ° 8d COMMONS TO ' (NOT TO SCALE) (NOT TO SCALE) °° �'THREE S FILL HOLES TO F I' �k TO MEET 120 MPH WIND LOAD CRITERIA �k 14 TO MEET 120 MPH WIND LOAD CRITERIA BOTTOM FLANGE h 2X ENDWALL STUDS, 19 18 lu t� 2x4 BLOCK NAILED TO EACH SEE PLANS BRACE WITH 4.10dNAILS TYPICAL 10d NAIL 06" RAFTER TO PLATE v NOTE: CONNECTION WHEN z CS20STRAP ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT 1U TYPICAL END WALL WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM RAFTER AND STUD z o BLOCKING DETAIL TO RE IS T CORR I N FROM PRESSURE TREATED LUMBER. SPACING DIFFER Z NOTE. ALL METAL DIRECT CONTACT WITH PRESSURE�RE�ATED LLTS UMBER TO BE (NOT TO SCALE) SPECIFICATIONS S " OS O *(NOT TO SCALE) HOT DIPPED GALVANIZED MEMBERS APPROVED BY MANUFACTURER TO MEET 120 M?H WIND LOAD CRITERIA 20 TO MEET 120 MPH WIND LOAD CRITERIA 116 I— TO RESIST CORROSION FROM PRESSURE"TREATED LUMBER. u ® �+ (2)"SIMPSON"'HS' U TYPICAL IF INSTALLED IN A SLAB CONDITION ON ACG TREATED LUMBER CONNECTORS CEILING CONNECTION TO THE CONNECTOR MUST BE STAINLESS STEEL. HEADER 3/BESTEEL PEL PUN LATE ONE EACJOIST SPACING CI�GgMAx 18"O.C.j Q V Q � AS— DLk SPECIFIED �� (8)8d FASTENERS TO GIRDER V/ GABLE ENDWALL (8)Sd FASTENERS TO JOIST lu z = A-325 BOLTS ® O ® 1/2"CARRIAGE BOLT O (NOT TO SCALE) ° _ » » �� _ (2)PER CONNECTION 313 STEEL U ® STEEL TUBE COLUMN TO MEET 120 MPH WIND LOAD CRITERIA CORNER STUD CONNECTED TO avr SHAPED BRACK-Sr, FULLY WELDED 22o 4 TRANSFER SHEAR 318"STEEL PUMi E ® ® O TO PLATE tr �—-PRESS.TREATED 00ST - �, 2-16d C6MMOlN NAILS,3"O.C. O 10"x10'ht3/8" 'SIMPSON' 0 (1) SEET A POST BASE Q '�o ° ♦ STEEL COMOMM -7STEEL BASE PLATE TO MINIMUM (� ■n "SIMPSON*PHD5 OR APPROVED EQUAL WITH(4)5/8"DIA. it MINIMUM UPLIFT 10F o FASTEN W/14-SDS1/1X3 SCREWS CAPACITY-NAIL SIZE OR AS PER MANUFACTURERS SPECS. BRACKET SECTIONAL VIEW ANCHOR BOLTS CORNER BRACKET PLAN VIEW AND QUANT1400 psi WOODITY BEARING MIN.6/8"DIA.ANCHORS EMBEDDED IN CONC. INTERIOR BRACKET SIDE VIEW N z MIN.EMBEDMENT r TYPICAL A3 PER MODEL NUMBER , REFER TO MANUFACTURE ' 0 0 � TOP PLATE `o rs —SEE FOUNDATION PLAN FOR LOCATIONS PORCH STEEL COLUMN DETAILS I 'i' 00 � U �G (D Lo Lo ii;0 Z 5 I °w ALTERNATE DETAIL ••�'•��' HEADER 1 I (NOT TO SCALE) ?S;Iii:: 11. SEE PLANS * TO MEET 120 MPH WIND LOAD CRITER!M 12 (NOT TO SCALE j lid 0)T m co _ v R HOLD DOWN �III�..,.:.:. : et U) N '� E TYPICAL CORNER O "SIMPSON"LW4CONNECTORS SLAB ONE STORY CONDITIONS I, I - ' � I Z SEE TYPICAL SECTIONS SEE TYPICAL SECTIONS (1)"SIMPSON"H7Z HURRICANE TIE '`' > > (NOT TO SCALE) MIN.(�2x4'8 IF TWO STORIES&SLAB,7l8"ANCHOR BOLTS AND HDQB HOLD DOWN OR APPROVED EQUAL AT EACH RAFTER ''I''I`' : I' •• •' •• ,.; I+ DOUGFIR 02 OR BETTER CONNECTORS(DETAIL 8)MUST BE UTILIZED. M » RAFTER SPACING 18"O.C.MAXI' Q Z III (2)6d NAILS THIS BIDE OF RAFTERS ���II •. ,.. ,.I O SEE TYPICAL SECTION 1 ! (TOTAL OF FOUR Sd NAILS INTO RAFTER) ';I;i ;;";;I;; Q- : • r cIa * TO MEET 120 MPH WIND LOAD CRITERIA 4 �,. (2)8d NAILS INTO PLATES '�"*'* _ 'S N MIN.7/18"SHEATHING N Q 4 HEADER REFER TO PORCH (8)8d NAILS INTO STUDS ��� _ AS SPECIFIED "SIMPSOW MSTA18 STRAPS STEEL COLUMN DETAFLIp12 W/STEEL"U" OR APPROVED EQUAL THIS SHEET FOR p ! SHAPED BRACKET ONE ON EACH SIDE OF POST oho CONNECTION DETAILS "SIMPSON"MSTA18 STRAPS co I " FASTEN W/14-10d NAILS7 I SIMPSON CS20 STRAPS I SEE DETAIL fa o N } FROM SILL TO TOP PLATE 12A FOR E---HOLLOW COLUMNS AS SPECIFIED E--HOLLOW COLUMNS AS SPECIFIED OR APPROVED EQUAL ; Z ° CLARIFICATION j CORNER STUD CONNECTED TO (1)-SIMPSON'STRAP TIE FASTEN W/14-10d NAILS o- ,:.....ONE ON EACH SIDE OF POST . �) o TRANSFER SHEAR TO MEET A MINIMUM UPLIFT 1 "SIMPSbN"STRAP TIE 1 I I I AR 4�O Psi V4013 NBMINA 8TS8L COLUMN )UC ( I HOLD DOWN CONNECTORS 2.16d COMMON NAILS,r O.C. E---HOLLOW COLUMNS CAPACIITY-NAILING PATTERN of 1400 pa WOOD 1EARING I! AS P11 MODEL NUMBER M ~ INSIDE THE WALL AS SPECIFIED CAPACITY-NAILING PATTERN �—HOLLOW COLUMNS AS SPECIFIED IL I I I I SEE DETAIL 8 FOR MORE INFO. ° ° REFER'TO MANUFACTURE 0 "SIMPSON*HDQ8-SDS3 OR APPROVED EQUAL PRESSURE TREATED POST AS PER MODEL NUMBER FASTEN W/20-SDS1/4X3 SCREWS SEE PLANS FOR SIZE REFER TO MANUFACTURE PRESSURE TREATED POST OR AS PER MANUFACTURER'S SPECS. STEEL TUBE SEE PLANS FOR SIZE (2)'SIMPSON-'H6" 'S IMPSON-SIMPSON"'1i6" J O 13 N O. i 10-015 �. CONNECTORS CONNECTORS (2)'SIMPSON'W' SAp1 7/8"ALL THREAD ROD JOIST SPACING(MAX 1S"O.C. JOIST SPACING MAX 16"O.C.) 41, (ONE EACH SIDEI j (ONE EACH SIDE) CONNECTORS .:::: ..........* ;;;I ;;:, Oy, STEEL TUBE COLUMNJOIST SPACING(MAX1S"O.C.) DATE II-16-2+a10 MIN.3000 PSI CONCRETE WALL I I FULLY WELDED (ONE EACH SIDE) .f.':""":.'.':.'.'.""":I'}:.':•:• (8)8d FASTENERS TO GIRDER (8)8d FASTENERS TO GIRDER I- TO PLATE V(S)8d FASTENERS TO JOIST 11 10'St1 E _ 1/2"CARRIAGE BOLT (8)8d FASTENERS TO GIRDER S C A L E s A S NOTED ::.:. ..:..::.:... ..... STEEL BA PLATE _ s 1/r CARRIAGE BOLT » (2)PER CONNECTION (2)PER CONNECTION " o WITH(4)6/8 DIA. STEEL U' BRACKET ' - = 1/2"CARRIAGE BOLT Z►• /10DU�sS/Im-m'15 S CORNER STUD CONNECTED TO , ANCHOR BOLTS z 00� TRANSFER SHEAR : , PRESS.TREATED POST (2)PER CONNECTION �— �—.—STEEL COLUMN o •: ; ;• A. (1)"SIMPSON"POST BASE STEEL TUBE COLUMN STEEL COLUMN • . FASTEN W/20•SD51/4X3 SCREWS •' • � • ' �CONCRETE FOUNDATION TO MEET A FULLY WELDED OR AS PER MANUFACTURER'S SPECS. MINIMUM UPLIFT OF TO PLATE STEEL TUBE COLUMN 1400 psi WOOD BEARING 10"x10'yfd/8 II II FULLY WELDED �' c�y'/J TO PLATE NOUG '� !, o TY P I CAL CAPACITY NAIL SIZE STEEL BASE PLATE TY P I CAL TY P i CA L S E C O N D F L0 0 R AND QUANTITY WITH(4)6/r DIA. STEEL BASE PLATE > ALTERNATE DETAIL AS PER MODEL NUMBER » DETAIL GARAGE WALL RETURNS ANCHOR BOLTS WITH(4)5/8 DIA @ CORNER HOLD DOWN AT HOLLOW COLUMNS REFER TO MANUFACTURE ANCHOR BOLTS �z f TYPICAL HOLLOW COLUMN & BETWEEN GARAGE DOORS TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN (NOT TO SCALE) rh y * TO MEET 120 MPH WIND LOAD CRITERIA (NOT TO SCALE) INSTALLATION INSTALLATION INSTALLATION (NOT TO SCALE) !Fc TO MEET 120 MPH WIND LOAD CRITERIA TO MEET 120 MPH WIND LOAD CRITERIA USE THIS DETAIL ON ALL SECOND FLOOR v CORNERS THAT ARE DIRECTLY ABOVE NOT TO ��..._._-••-' 175 FIRST FLOOR CORNERS THAT HAVE DETAIL 13 ( ( G * 70 MEET SCALE)0 MPH WIND LOAD CRITERIA *(TO MEET SCALE)NOT TO 0 MPH WIND LOAD CRITERIA Ila *(TO MEET SCALE)NOT TO 0 MPH WIND LOAD CRITERIA I I 8 SPECIFIED z z A 1 :2 F REV ISIONS:REVISEDS �1 d Table 3.6 Ridge Connection Requirements for Wind Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads Table 3.12A Roof Sheathing Requirements for Wind Loads REVISED: '1-25-2 1'I 3 Table 3.4 Rafter / Truss (Framing to Wall Connection Requirements Exposure B Exposure B p ISSUED FOR BIDDING 4 Ex Exposure Ex B CONSTRUCTION: 5-5-2011 for Wind Loads - Exposure B p REVISIONS 4 ELECTRICAL PLANS ADDED: 6-II-2011 Dead Load Assumptions; Roof Assembly DL= 10psf Three Second Wind Gust Three second gust wind speed(mph) 110 120 Three second gust wind speed(mph) 110 120 Z Wind Speed(mph) 110 120 1- Roof/Tru Roof Span Required Capacity of Connection(lbs.) 1'2 Three Second Gust Wind Speed(mph) 110 120 STRUCTURAL SHEATHING Truss z Spacing ss (ft.) U3,4 L S U3.4 L S 1,2,3,4 Structural Sheathing (long dimension across 3 or more supports) ' (u Roof Pitch Roof Span (ft) Required Capacity of Ridge Connection (plo [.E F E F Rafter/Truss Spacing Minimum Panel Thickness On.) DESCRIPTION DATE 12 127 132 58R 165 157 70R (Inches,o.c.) CHECKED B Y : u 16 162 198 3:12 12 176 224 Sheathing Location' Rafter/Truss Spadng Maximum Nail Spacing for 8d Common 12 3/8 3/8 12 20 177 231 16 235 298 g 5 Q 24 (inches,o.c.) Nails or 10d Box Nails(inches, o.c.) D R A W N B Y s 202 264 20 294 373 24 353 447 3/8 3/8 28 227 297 28 412 622 16 F- 32 252 331 32 471 597 Z 36 277 364 36 529 671 12 6 12 6 12 BOARD SHEATHING u (diagonally across 3 or more supports) N a- �, ' Q 4:12 12 145 183 Interior Zone RafteNTrusa Spacing � 0 z 12 170 176 78R 220 210 93R 16 193 244 Minimum Panel Thickness('in.) 20 242 305 16 6 12 6 12 (inches,o.c.) z 111 16 203 264 24 290 366 16 20 236 308 28 338 427 12 5/8 5/8 t Z24 269 352 36 435 549 12 6 12 6 12 ~ d 28 303 397 Perimeter Edge Zone 16 5/8 5/8 o 32 5:12 12 114 144 2 (� 336 441 16 152 192 16 6 12 6 6 L1 36 370 1, 486 20 190 239 c0 0 .� 24 228 287 Table 3.13A Wall Sheathing Requirements for Wind Loads z ' Q U = Connector uplift load. 28 265 335 j L = Connector lateral load(Perpendicular to the wall). Gable Endwall Rake or Rake Truss w/Lookout Block 63 63 4 4 S = Connector shear load.(Parallel to the wall). 32 303 383 Exposure B 1- R = UW for wind perpendicular to the ridge and 11W/L for wind parallel to the ridge,where 36 341 431 O i W is the building width and L Is the building length. �. Three second gust wind speed(mph) 110 120 U U 1 Tabulated upIlft lateral liaads shall be permitted'to be multiplied by 0.75 and 0.92,respectively,for framing 6:12 12 103 130 Q not located 8 feet of building comers. 16 138 173 Gable Endwall Rake or Rake Truss w/o Rake Overhang 6 6 6 6 �- WOOD STRUCTURAL PANEL 2 Tabulated framing loads assume a building located In Exposure S. 20 172 216 j 3 Tabulated uplift loads assume a reduced roof arnd ceiling assembly dead bad of 9 pef(0,6 x 15 psi a 9 pal). 24 207 260 i 4 Tabulated uplift loads are speclfled for roof-to-wall connections.When calculating uplift loads for wall-to-wall or wall4o4oundation 28 241 303 BOARD SHEATHING (long dimension across studs) connections,tabulated uplift values shall be penmitted to be reduced by 60 plf(0.60 x 99 plf)for each full wall above, 32 276 346 Stud Spacing Minimum Panel Thickness(in.) 310 389 Sheathing Size Rafter/Truss Spacing Minimum Number of 8d Common Nails Mches,o.c.) (inches,o.c.) Per Support I Q 12 97 122 12-24 3/8 3/8 Table 3.4A Rafter / Ceiliing Joist to Top Plate Lateral and Shear r.12-12:12 16 130 162 Connection IRequirements- Exposure B 20 162 203 Us or 1x8 Sheathing, 12-19.2 2 2 (Prescriptive A►Iternative to Table 3.4) 24 194 243 WOOD STRUCTURAL PANEL28 227 284 1x10 or Larger Sheatil 12-19.2 3 3 (short dimension across stud:) 32 259 324 Three second Gust Wind 110 12o Stud Spacing lu 36 292 365 E • Nail spading at panel edges(in.) (Inches,o.c.) Minimum Panel Thickness(in.) Speed (mph) 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within F Nail spaclmg at intermediate supports in the panel field(in.) 8 feet of building comers. 12 3/8 3/8 � 2 Tabulated ridge connection bads assume a building located in Exposure B. 1 For roof sheattit;rig within 4 feet of the perimeter edge Of the roof, inducting 4 feet on each side of the roof .. Rafter/Ceiling 3 Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead load(0.6 x 10 psQ. Joist Spacing Height Number of 8d Common Nails OR 10d Box Nails ng g 4 Tabulated connection requirements are based on a 12 Inch ridge strap spacing, , peak, the 4 forot perimeter edge zone attachment requirements shall be used. Z (in.) (ft) (Toenalled) Required In Each Rafter and/or Ceiling Joists for different ridge strap spacing,multiply the tabulated values by the appropriate multiplier below: 2 Tabulated 12 Ilt�h o.c. nail spacing assumes sheathing attached to rafter/truss framing members with 16 3/8 3/8 O to To Plate Connection IA3,4 p Ridge Strap Spacing(in.) 12 16 19.2 24 48 G> 0.49. For}framing members with 0.42< G < 0.49, the nail spacing shall be reduced to 6 inches o.c. � 3 Tabulated 6 imch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with Z 12 8-10 2 3 Multiplier 1.00 1.33 1.60 2.00 4.00 G> 0.49. For CELLULOSIC FIBERBOARD SHEATHING l 1frp;ning members with 0.42< G <0.49, the nail spacing shall be reduced to 4 inches o.c. I 2 3 u *;y.c. nail spacing assumes sheathing attached to rafterltruss framing members with (shortest dimension across studs) G> 0.49. For ifrrming members with 0.42< G <0.49, the nail spacing shall be reduced to 3 Inches o.c. 8 3 3 Table 3.6A Ridge Tension Strap Connection Requirements : 16 3 3 5 Tabulated ns"N 138cing assume a building located in Exposure B. Stud spacing Minimum Panel Thickness(in.) for Wind - Exposure B ice•=,o.�.) (Prescriptive Alternative to Table 3.6 � t- Q 1 Prescriptive limits are based on assiumptions in Table 3.4. ( p 12 1/2 1/2 0 Ul 2 Tabulated connection requirements assume a building located in Exposure B. Dead Load Assumptions: Roof Assembly DL= 10 psf lu Table 3.1 '1 Wall Sheathing and Cladding Attachment Requirement O Q he sum of the toenails in the rafter or ceilingfor Wind Loads to Exposure B 16 1/2 1/2 �- 3 When ceiling joists are Installed panallel to rafters,t ' joists shall equal or exceed the tabullated number of nails required. Three Second Gust Wind Speed(mph) 110 120 -�•- 4 To avoid splitting, no more that 2 toenails shall be installed In each side of a rafters or ceiling joists 1� Q when fastened to a 2x4 top plate or 3 toenails in each side when fastened to a 2x6 top plate. Number of 8d Common Nails or 10d BOARD SHEATHING Roof Pitch Roof Span (ft) Box Nails In each and of 1-1/4"Strapf cisono'2'3'4'5'6 Three Second Wind Gust 110 120 (diagonally ly across 3 or more supports) DL O_ Q 1 Z Wind Speed(mph) Stud Spacing Minimum Panel Thickness On.) 3:12 12 2 2 Structural Sheathing (inches,o.c.) 0 M O O Lo � i z Table 3.4B Uplift Strap Connection Requirements - Exposure B 16 2 3 O O ,= (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) 20 3 4 E F E F 12 5/8 5/8 ef'co o ' �Ii� 1` j U Alternative to Table 3.4) 24 3 4 ` II co R:: ::: (Prescriptive 28 4 5 1';.I'I::.::: r 32 4 5 ' c Maximum Nail S Spacing for 8d 16 5/8 5/8 t)M M Dead Load Assumpttions: Roof/Ceiling Assembly DL=15 psf p g i:;:1:: o a 36 5 6 1 Stud pacingIN Sheathing Location Common Nails or 10d Box Nails Ul 4:12 12 2 2 g inches, o.c. m ( ) (inches,o.c.)4 Three Second Gust Wind 110 120 M M M I z Speed (mph) 16 2 2 m 20 2 3 12 6 12 6 12 ALLOWABLE LOADS AND DEFLECTIONS •• •• •• ' Framing Space Roof Span Number of 8d Common Nails or 10d Box Nails 24 3 3 InteriorZonei o � (m) (ft) FOR STRUCTURAL MEMBERS ' In Each End of 1-1/4"x 20 gage Strap t,3,3,4 28 3 4 16 a ' 32 4 4 12 12 36 4 5 12 12 2 2 STRUCTURAL LIVE DEAD ALLOWABLE Ll1 12 6 12 6 12 c 16 2 2 5:12 12 1 2 MEMBERS LOADS LOADS DEFLECTION 20 2 2 16 2 2 4" Edge Zone 4 m 3 N }- 1. 24 2 3 20 2 2 16 6 12 6 12 EXTERIOR BALCONIES 60 10 U360 01 7 2824 2 3 y � E 32 3 3 DECKS 40 10 U360 W:E 28 3 3 BOARD SHEATHING or LAP SIDING " 3e 3 3 32 3 4 TTI WITHSTORAGE 10 10 U240 ; 36 3 4 - i Minimum Number of 8d Common Nails or 10d Box Nails ATTIC W/LIMITED STORAGE 20 10 U240 M 16 12 2 2 Sheathing Size Rafter/Truss Spacing e O Per Support FIRST FLOOR 40 10 V360 16 2 3 6:12 12 1 2 (inches, o.c.) SECOND FLOOR - 30 10 V360 2 � 24 3 3 20 2 2 1x6 or 1x8 Sheathing 12-24 2 2 ROOF RAFTERS-GROUND SNOW LOAD=20 psf U240 J O 6 N D. � I0-0'15 11 28 3 4 24 2 3 1x10 or Larger Sheathing 12-24 3 3 j 32 3 4 28 2 3 -_ D A T E S II-16-201071 36 4 4 32 3 3 E - Nail spacinig at panel edges(in.) NOTE: a c A E :A S NOTED, 36 3 4 O F Nail spacing at intermediate supports In the panel field(in.) ALL METAL HANGERS CLIPS NAILS BOLTS SCREWS 1 Prescriptive limits are based on assumptions in Table 3.4. 12 1 1 HANGERS, ' ' ' 7:12-12:12 1 For wall sheatthing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall be used. z, /IOpuJGS/10-0"t5 z 2 Tabulated uplift connection requirements assume a building located in Exposure B. 16 2 2 ETC. IN DIRECT CONTACT WITH PRESSURE TREATED 3 Tabulated uplift connection requirements assume a roof and ceiling assembly 20 2 2 2 Tabulated 12 ilnch o.c. nail sparing assumes sheathing attached to stud framing members with G>0.48. Fo LUMBER TO BE HOT DIPPED GALVANIZED AS P E R dead load of 9 psf(0.60 x 15 psf w 9 psf). 24 2 2 framing membbers with 0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. assembly is not present or if the ceiling assembly Is not connected to the 28 2 3 ASTM SPECIFICATIONS TO RESIST CORROSION FROM � If a ceiling seal. 3 For exterior penal siding, galvanized box nails shall be permitted to be substituted for common nails. roof assembly, the tabulated number of nails shall be increased by 1 nails at each 32 3 3 FROM PRESSURE TREATED LUMBER. <o P rreeA end of the strap. 36 3 3 4 Tabulated naill spacing assume a building located in Exposure B. 4 Minimum ASTNI A653 Grade 33 steel strap. } 1 Tabulated connection requirements shalt be permitted to be multiplied by 0.70 for framing not located within <', 8 feet of building comers ur � • : .' ��`7 to 2 Tabulated ridge connection loads assume a building located in Exposure B. z a_4 . 3 Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead load(0.6 x 10 W. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �°,�� N.Y. STATE BUILDING CODE NOTE: 4 Tabulated connection requirements are based on a 12 inch ridge strap spacing,for different ridge strap ` N o-4 '�' spacing,multiply the tabulated values by the appropriate multiplier below. lkrR301.2.1.1 DESIGN CRITERIA: SUBJECT TO DAMAGE FROM ICE BARRIER Ridge Spacing in. 12 16 1s.2 2a 48 72 GROUND d SEISMIC DESIGN STATE a 4 CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS 9 P g O 1 IWIND SPEED FLOOD :, FROM FIGURE R301.2(4) EQUAL OR EXCEED 110 MILES PER HOUR(177.1 Km/h) HAVE BEEN Multiplier 1.00 1.33 1.60 2.00 4.00 6.00 SNOW LOAD 6 a UNDERLAYMENT f 5 When the tabulated number of nails required in each end of the strap is equal to 1 and the framing is (mph) CATEGORY Weathering Frost line depth b Termite c REQU IRED g HAZARDS Z DESIGNED IN ACCORDANCE WITH : attached In accordance with Table 3.1,the ridge strap and additional nailing is not required. Z AMERICAN FOREST'AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION 6 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails in each end of the collar MODERATE MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS (WFCM), CHAPTER 3 OF THE 2001 EDITION tie need not exceed the tabulated number ot8d common nails in a steel strap,or the number of 12d box 20 PSF 120 MPH B SEVERE 36" YES NONE A15 nails In each end of the collar tie need not exceed the tabulated number of 10d box nails in a steel strap. TO HEAVY j THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS when sheathing thickness exceeds%", When sheathing thickness exceeds trim sheathing tongue at rim board :- 2>t-,stud war at trim sheathing tongue at rim board Load bearing or shear wall above ALLOWABLE HOLES - TJI® Joists ' 16 on-center INTERMEDIATE BEARING Plate nail-16d(3XI box at Plate nail-16d(3XI box at (must stock over wall below) NO LOAD BEARING WALL ABOVE Min.distance from Table A Min distance from Table B , 18"on-center' 12"on-canter Web stiffeners required Load from above No add oul DO net ow belesl■►i■r 1X"hole may be out Floor panel nail-Sd(2Y'Y Blocking panel each side at B3W hdse a, rhos 1J'1•la eantaswr anywhere in web out- ! r Blocking common at 6'on-center" Floor panel nail•Sri(2Ne'� Bbddng panels may be required old.of hatched zoo. Do Nor common at 6"on-center 2*4 mini with shear walls above or below sO"son"mum cut or notch dartgia. 7 panel 1Ys"iLevelTM or 0 TimberStrand® squash blocks (See detail 61) K° "i / M LSL rim board' 1Y TlmberSVmd® •, 2 x D D L 2 x D C1 eftt co ' . L8L rim boats• Inlmum minimum 6" N v) E 12' " B1 B1 �s"-1 (spell«to all holes ' '� � o, �f Too nail-10d(31 box min. Toe nail-10d(39 box r 1 except kn ) Do NOT ro at 6 on-center` at 8 on-cantor 2x4 nw rnum Table A - End Support x M Boundary nailing- Web stiffeners p� cut holds An canfill"w o Co .- 8d C 'T common at Ireton proper blocking to required each side at squash blocks Minimum distance from ed a of hole to Inside face of nearest end support nahrlorcem.at �► Im co Tile rim joust 'Conventional construction code 4"on-center" support all panel edges B1W and 02W DE"" Tip ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE / O - minimum fbr use with A9 only. See Use 2W minimum squash blocks to r r 4- r y4- r' am" 11• 13• s• a• 4" a• » Al A2tentuhrload around TJI a/diet y4• 7 IN" 11" it Must!have i%sao minimum Jolst A3 A3.1 (A:3)2 A3.3 /Level Framer's Pocket Guide for A3.4 *See LLeve!Framer's Pocket Guide Ibr B2 B2 B3 B3W C3 u�bearfln at ends O A9.f,A9.9 inatallatlon flcadona. O addtlonal Inatalladon specflcaWns. O g sK" Igo 11-ewlTM or1Y"TimberStrand® oleo 00 LSL rlim board. Nail to blocking Attach reinforcement to 110 ; „ 7 " 6'-0"length of TJI•Joist 80diameter maximum hob for 11�"• Joist with one 8d 01 N Web atiffsnen 8"diameter maximum hob for 11 Y"- 4'-0"length of 8 diameter maximum hole for 11% - with connections&Mod equivalent 10VJr V4r required each Jell deep blocking panels;8"diameter Y"reinforcement on 180deep blocking panels;60diameter reinforcement and filer 18"deep blocking panels;8"diameter to docking schedule. nail at each Bbddnp Nall through 2�,,wood backer and 11yt• � ' side at E1W maximum for blocking panels 9Y one side at E2,both maximum for blocking panels 9}�' block.Use 4'-0"length maxlnwm for blocking she panels 12 deep I - r with 9Y"and 11�'TJIe or shorter than 12"tong. '1Ki"iLevelTM or 1Y"Timber3trandlD panel TJI®joist web with 2 rows 10d aBo deep or shorter than 12"tong. sides at E3 deep or shorter than 12"long. Do not cut flances. LSL rim board Attach reinforcement to Blocking panel between each (3'�cormnon nails at 8" 110 Do not cut flana_s. Do not cut flances. joiab. Joist with one 8d(2}�") Joist.Nail to top plate with on-center,clinched.Use 1 16d 3 nails with 14" common Hall at each connections equivalent to (Y7 360 ; • I 1Nr'iLevelTM or 1Y"TimberStrand® teener decking schedule. Sal TJIe Joist oleo ' LSL rim board flange widths. ' 12"length of Yr z10 .-0, v4r , 1K"iLsvel TM or 1Y"Timberstrand® reinforcement on 12"length of Y" *F1 applies to 1r aso 1 O r o r-0• kr 1'd1• a'a 6'o• a-a 1'err r a r a 1'a 4 a 9 t ZAL LSL rim board one side at Es, reinforcement On uniformly 6s0 1'-0 1'd1 1*4r 1'-0' 1 0' 1'-0' s'-a' V-8 1a-0" 114 114r r-0" 1'8' s 0" 8 0" 1a m 1r-0" 1r-0" Attach reinforcement to{ i I jot web withws Od both skies at Eta both sides at ES one side at E7, loaded o is J 4" r s" T a" 1a' 1r 16' it 4" 6" a• 7- a" 10" 1r 16' 117" '190 ILswITM or 1Y4"TlmberSimnd® Attach reinforcement (30)common nails at 6" ' LSL rim board to joist with Sd(2Y") Wood a 1 Y tr aso ' on-porter,cinched.Use 2 �`o� common nails at 8 on- backer ,A rows with 9jr�"and 11�" b '°0 center.When reinforcing 'Lo Face grain both sides,stagger nails. TJIe joists. Lass than 5" Less than 5" �� c ` Je horizontal 4 E5 E6 (DE7 E8 F1 �'� lo��d� Table B - Intermediate or Cantilever Support E1 E1 E2 E3 E Not for use wldh S% TJIe Joist flange wild" 0 0 Minimum distance from edge of hole to Inside face of nearest Intermediate or cantilever support OO O OO O �� TJM ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE z" 3" 4• r sw r sw 11" 13" 2" 3" r a" W 7" s%- 11" 1r EXTERIOR DECK ATTACHMENT Option#1: WEB STIFFENER ATTACHMENT 110 's 1' 3'e• s'a' 610 { Filler block Attach with ten 10d(31 box Structural exterior sheathing Apply subfl0or TJIe Joist blocking with end Gap; iK' 3eo 9 s,� F- s•.Z 3.4r s-e e'6• s-o• nails,clinched.Use ten 16d(3 Jt'�box adhesive to all blocks inatalbd at Jt�joist-span }�"minimum } nails from each side with 334"TJIe Joist Flashing contact surfaCest locations using » 2Y maximum 110 Web stiffeners required r flange widths. Use fifteen nails with TJI Bearing plate, two Sd(2Jt�y 210 �• _o .o' q• 4r s-0• �• V `4r sides stiffeners hanger do not joist depths greater than 16". Backer block:Instal tight box nails or Three 1 d(3 box nails,cinched 11;t» z3o to top flange(tight to Flush plate with inside Treated 2iS.- 'dQ� 2Xy saw", (Three 18d(3}�")box naffs at 3}�'TJIe 360 lateral support at bast " face of wall or beam ledger �,�P 9 typical joist flange widths feed $ s-" V4r a'-Z 4 -a' 4W s.a 84r 10-8. 114r 1r�r r N PP bottom flange with face of Tile joist top flange mount hangers).Attach Tr " 10 iw with ton 10d(3"I box 8es fastener 1K ILevN or 1Y4 I}4" Web stiffener each skis. 14• ; r , table below.Maintain TlmberSirand® Option 2: e� ' nails,clinched when 2"distance(minimum)from LSL rim board O s See sizes below. possible. 2�stropping Installed at Y i� Tight tit z10 Top flange t edge of ledger to fastener, joist-span locations using two 2 hanger Backer block Ilowable Load/Factored Resistance Ilea , }�"screws per Joist,typical W Web Stiffener Size W Web Stiffener Size 1a• �o 1 Option 83: 680 V0 1' r 1'4r 1' r 74' V4r r4r 11'4r 16'4" Face mount both sides of web Futenar 1y"Tlmber8trand0 y"l.evslTM rim board _ hanger with single TJI* » bolt aqD!hnard N.A.!NA directly applied calling IJ�" Y"x 2YS8"minimum fie• %4"x 2Y�s"minimum jO1� 1y4- Y"x 2%o"minimum �• 1"x 2Ys"minimum 3so 4" a" s" r s• it 1r is" 17• 4" a" a• 7" s" it 1r' ter" 17" "l bat 475!750 ado!57s When spate fled on the layout~one With top Aengs hangers,becker block required H3 "This factored stanos Is wkh a )r gap between the rim board and deck ledger pB1 of the than bracing options Wn 2)(e Y"x 2X6 minimum �" 2x4 1r H1 H2 only for downward loads exceeding 250 the or or n e Allow"load determined In accodancewith AC 124. O shown murst be installed �,�/ V O O Corrosion-tesbtant fasteners sired for wetservloe O uplift conditions. � applications. lisctansderhoka bsssd on msesursnrMt dkrpeet der.. p • Holes maybe located vertically anywhere within the wsbx Leave Ji"of web(minimum)at top and bottom of hole. • Knockouts are located In web at approximately 12"on-center,they do not affect tole placement. FASTENING Of FLOOR PANELS FILLER and BACKER BLOCK SIZES • For simple open(a'minimum),uniformly loaded Joists used In residential appiloatlons,one maximum size found hob may be located REAM and COLUMN D ETA I LS Closest on-Center Sparing par Row TJI*Joists 110 210 solo a 3a0 560 1 oor or Sock 400c at the center of the joist span provided no other holes cc=In the Joist. Nall Stu Tip Rim Board TimberStrandeL.SIL Mlcrollame Parassate Depth " 14" 9X.or 14"or oX-oX 14"or 18"or 1,* 14"or 18"or 9% or 14"ox 9X-or 14"or » 11K„ 16" 11K" Is" • Distance*are based on the maximum uniform loads shown in current[Level product guides For other load conditions or hope 111108,210 R30.360,6a0 1X" 1xi" 1J�"or wider LVL PSI _ 11%- 11%" 16" 11R" 6+ 20" 16 �" configurations contact your(Level representable. BEARING FOFR DOOR BEAM TO BEAM BEARING AT ad(2X")bark 2x" 2" s" 4" Filler Block" 24 tie shsaBrlKirg s2th.nnlro sheathing Xl sera sheathing :khwth X" Two �,a ac12 sheathing sheathing (2)2x8 (2)2xe BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL ad(a14")common " 2" s" 4" 3" 3" To canalever 2xa 2x10 2xe+%" 2x10+K" 2xa+Y" 2x10+y" Na 2xs+K" 2x10+W r 'INr"(Level-or V4"TimberStrandf) Strop per code If top Ipbte lod(3"),12d(3.Ve)box 3" 7' a" 4" - . Filler 4'-0" 6'4" sheathing sheathing sheathing sheathing applicable Not applicable sheathing sheathing NA N.A. LSL rim board or bloc Ing for Istsrel Is not continuous oven 10d(ay,12d(, 4")common 4W 3" e» 4- 4" a" 4" tarsi E4) lore long 4.�I �. long 4. g �� ► 4'.� a'.�'Iona ALLOWABLE HOLES - Headers and Beams ka it F1 1 55E TimberStrand®LSL Headers and Beams � support header �'� tea�X")common N.A. 4" 18" e«lo e•tv 8' 8" _ Detail F1 �"oxi;" , • » »• ( K'or� 1"Net 2x8 2ze 2x12 1 Net 2x8 2x8 (1)Car be reduced to 4'oro ace with awks m adpimheft d 133t;'info tin rwrowekbr Farthest On-Gentler SDaelrw oar Row or H� •• Maximum pacing of oaks W. "NnevesnW,b omwo ralw and backer bb*hoW br lace mowot hereMa.etdn<an yep at top dJ/ao,a�t•e•s detail w.Face Md Neckar 2 x diameter of the 2 x diameter of the •Recommended nailing Is 12"on-center In field and 6"on•eenter along panel edge.Nailing b kmydndrorlde000mudat•rrquYednearpwkhauaprilu�(12'InArIrM/nlforbeokerbloakeerd3l•erFinunkrara*hloakr). J�Sdepth largest hole(minimum) largest hole(minlmum) Allowed hole zone requirements on engineered drawings supersede recommendations listed above. •For Jobt widths I Ye or less: 18"on-canter •Nailing rows must be of at at beall X"and staggered. •For Joist widths greater than 1 jl;: 24"en-oer�tar Top flange hanger • •14 go.Tile stap or les may be subefted hood b achieved for 8d(2 ")Waits 0 mkdrtwm penetration of 1"Into the Face mount I Protect untreated Joists must be laterally supported at O G ° wood from direct cantilever and end bearings by blocking ° • ° • Column hanger contact with - panels,hangers,or direct attachment to L1 L2 L3 Sae current/Level literature L4 °groat° a rim board or rim joist. o for framing connectors Safety bracing(1x4 HEADER MAXIMUM ROUND , minimum)at Von—center(V DEPTH HOLE SIZE Spent F/OOr®JOIst framing on-center for TJI®Joists)snd 4'- " T. CONNECTION OF MULTIPLE PIECES does not require bridging or E1 extended to a braced end wag. A" OF TOP-LOADED BEAMS(1) Fasten at each joist with General Notes! 1 ,"-1t mlti-span blocking two 8d"a)nails mininwm • Round holes only ees Illustration for slowed hob zons 1 Y"Width Places: (see WARNING). • No holes In headers or beams In plank orientation. BEARING AT a Minimum of 3 rows 110d(3"x 0.1281 nails at 12"c.a COLUMN a Minimum of 4 rows'10d(3"x 0.1281 nails at 12"o.c. H2 for 14"and deeper theams ELEVATED l lyO Nor bew/over Al Other iLevel�" Trus Joist® Headers and Beams BEAM ON COLUMN BASE COLUMN BASE Rim board joint Verify column capacity a It using 12d(3Y")orr larger nails,the number of Joy O between Joists i Mlcrollame LVL B and beam bearing nailing rows may bar reduced by one. COLUMN CAP beyond melds face length.Bee current of wait. 1.3E Tlmber8tranda and Pardlama PSL ILevt!literature. 3y2"Width PI8C6S: ; :,• '• A3 LSL hole zone largest hole(minimum) hole zone 2 x diameter of the }�depth �.'��• a Minimum of 2 rows;} "boas at I Seat cuts mot be DO NOT cut,rsotch or drill 24"o.c.staggered ` �� w/dlln wall. holes in headers except as . t,• •� .- .- d lndlcated In uBlwbstlau (1)Load muss be appllled event'across entire '.4. '� '' "• :,;••; .'�' and tuba, beam width.Otherwiske,use connections for ;.".'' ' ; " ° •• TJI®rim joist ••;.' 13i"ILswITM Or 1Y" Mlcralame LVL aril o 0 Parallame PSL side-loaded beams. Optional L3 rim boarded® LSL allowed hole zone DEPTH Hoye sV AddNonai nialling or bo/8ng maybe non-shrink L5 L6 required wlhh slde•doaded multiple-member P1 P2 O grout O 0 middle}�span 4 1" O current Product literature. O beams.Refert't0 C p L1 d 1.3E Tlmbert3trarrd a LSL allowed hole zone d » 1 O to 2d 2• 81 ass Yarstndlon for Allowed thole ions r H1 M • W TJI®JOIST NAILINIG REQUIREMENTS at BEARING B2 TJI®Joist to BearingPlate General Notes' Squash Blocks to TJI®Joist O (Level^'or 1Y" (Lod beating Wall above) L5 • Allowed hob zone sukabb for uniformly loaded headers and beams only. I— TimberStrand®LSL dm • No holes In oardlevift Z board One 10d(3'1 box Hall Into each flange • No holes In headers or beams In plank orler tatlon. One sd 0")box INSTALLATION TIPS 0 Butting joists Use B1 or 02 at l 0 U nail each side. 0 with blocking Intermediate bearings Drive nails at an •Subfloor adhesive will improve floor panels with load bearing Or shear wall from above WARNING angle at least 1Y2" performance,but may not be required. g from end. 1Y"minimum bearin at Enid of joists g Also see detail B2 end support;ort;3Y2"minimum •When joists are doubled at non-load bearing Joists are unstable until braced latsrall g at centerline Y PP parallel partitions,space Joists apart the width of of support �0 Braced end wall- Bracing Includes: at intermediate support Shear transfer Connections equlvaNnt h the wall for plumbing or HVAC. • see note 3 under ' floor panel nallino schedule •Additional joist at plumbing drop(see det4- H1 WARNING • e00 • sh■■pro • error lJnee O • Flanpets • Rim Bats • Rion JaIM RUm to TJIe Joist \/ IV'ILswITM or 1Y"' 334"wide TJI®rim O '. TimberStrand®LSL. Joist:Toe nail with rim board or 1%"wilds TJI® I od(3'Y box nails, _ P- rim joist;One 10d(311 box one each side of TJI®floor u O �,,.►•'�� Q r nail into each flange TJI®joist flange joist [�j ,• . . .. , — � Exterior Deck } " '' o Attachment DO Norwalk on/olsts DO NOT walk on/olsts DO NOT stack bulilding m 2Yis"-2%0 wide TJI10 Shifted Additional ':: ~ . ,••: •;'' Structural rim joist:One 18d(3J 'I 3}l�"wide TJI® joist Plumbing joist 4 g until braced. that are/lying flat. materials on unsheathed j box nail into each flange rim Joist ring t• o sheathing DO NOT use sawn INJURY MAYRESULT. Joists.Stack only over LU Q Q Q Q Q 1Y"minimum bearingi Top vim, p lumber for rim beams or walls. Locate tiro bward/olnt between/o/sb. •Squash blocks and blocking panels carry board or blocking WARNING NOTES: stacked vertical bads(details B1 and B2). o Sawn lumbermay, Packing out the web of a TJI a joist(with web Protect untreated wood o shdnkafir Lack of proper bracing during construction can result in serious PHILLIPS RESIDENCE BEAM ATTACHMENT at BEARING stiffenen)is not a substitute for squash blocks from dined contact with See ALLOWABLE lnsaNaryon. accidents.Observe the following guldellnes: � HOLES PROJECT#: 10-075 or blocking panels. concrete 1j 'knockouts at O 1.All blocking,harpers,rim boards and rim joists at the end supports of the TJI a joist,must be completely Installed and property nailed. approximately 0 2 Establish a permanent deck(sheathing),nailed to the first 4 feet of Joists at the end of the bay or braced end wall. 'IN'iLevelTM or 1Y4- 12"On-center JO�4 3.Safety bracing of 1x4(minimum)must be nailed to a braced and wall or sheathed area and to each joist s TimberStrand® • • 4.Sheathing must be properly Walled to each TJI s joist before additional loads can be placed on the system. 5. of cantilevers require safety bracing LSL rim boards.TJ m joist flanges must remain straight within1/7'from trueoth the top�alignnmenL bottom flanges. Bearing plate to be Silent Floor* flush with inside face See framing plan(if applicable) of wall or beam SHEET Drive nails al an A Weyerhaeuser,Microllam®,Parallam®,Silent Floor®,TimberStrandle,TJI®and Trus Joists are registered trademarks and One 1 od(3")box nail each angle to minimize or!Level-Framer's Pocket side of member at bearing, aplitting of place Guide for minimum end and iLevelTM ls a trademark of Weyerhaeuser. ® 2008 Weyerhaeuser Co Ie minimum from end Intermediate bearing lengths. Y Y Company. Al rights reserved. Printed ti the USA. 4OF 14 Decermber2006 ReorderTJ•4015 This sheet is intended as a supplement to the iLevel"m Framer's Pocket Guide, which should be referenced for additional information.