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Town of Southold Annex 10/6/2014 t4y.oSUFFOt,f p,� t P.O.Box 1179 54375 Main Road • �� Southold,New York 11971 4dol * �A, CERTIFICATE OF OCCUPANCY No: 37195 Date: 10/6/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6291 Oregon Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 82.-2-3.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/27/2014 pursuant to which Building Permit No. 38740 dated 3/27/2014 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 with decking covered porch attached in ground swimming pool with stone patio and deck fenced to code, as applied for. The certificate is issued to Cutchogue 6291 LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0086 10/3/2014 ELECTRICAL CERTIFICATE NO. 38740 10/8/2013 & 4/10/20 PLUMBERS CERTIFICATION DATED 5/8/2014 evin Rempe Plumbing A o ' ed S'gnatur TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY r.., 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#: 38740 Date: 3/27/2014 Permission is hereby granted to: Cutchogue 6291 LLC 331 W 84th St New York, NY 10024 To: Construct New Single Family Dwelling with attached Inground Swimming Pool, Decking and Shed as applied for per Trustees Approval. Replaces expired BP 36724 At premises located at: 6291 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 82.-2-3.2 Pursuant to application dated 3/27/2014 and approved by the Building Inspector. To expire on 9/26/2015. Fees: PERMIT RENEWAL $1,047.00 Total: $1,047.00 Bui ung Inspector Form No.G 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 9,1:957)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. og fvS f t New Construction: Old or Fre-existing Building: (check one) Location of Property: 6291 Oregon Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Cutchogue 6291, L.L,C Suffolk County Tax Map No 1000,Section 82 BIock 02 Lpt 3.2 Subdivision Oregon Landing II Filed Map, 040133 Lot: 2 Permit No. `'� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (cheek one) Fee Submitted: $ R Appl' ant Signature f1�r,�zzz`IZz , �pOF SOUr�I Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 v' Southold,NY 11971-0959 � roger.riche rt(47town.southoId.ny.us zz-ccr� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cutchogue 6291 LLC Address: 6291 Oregon Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: '52-?L[0 36724 Section: 82 Block: 2 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric Inc License No: 4836-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 INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 35 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 12 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 5 Pumps Transformer AppliancesrJ37 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 1-exhaust fan, 1-20a cook top recpticle, 1-GFCI circuit. breaker,6-ARC fault circuit breakers,3-low voltage step lights on deck Notes: Inspector Signature: Date: Oct 8 2013 81-Cert Electrical Compliance Form.xls ��4F SO�j�o Town Hall Annex �O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Fax(631)765-9502 G Southold,New York 11971-0959 BUILDING DEPARTMENT - TOWN OF SOUTHOLD CERTIFICATION Date: - Building Permit No. Owner: Gu+C-A, 1 L- L 4-- (Please (Please print) Plumber: k1WCIS (Please print) T— I certify that the solder used in the water supply system contains less.than 2/10 of 1% lead. (Plumbers Signa Sworn to before me this day of_—& 20 DEEtoRAH A-CEREp1A Notary public.State of New Yo* No.010E625MI,Suffolk County Notary Public, County Commission BOM April 9.2016 �pz�rz��z F SO!/ryo tt Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 1179 Southoldld,,NY 11971-0959 �. �� roger.riche rt(a)-town.southold.ny.us �` --- BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cutchogue 6291 LLC Address: 6291 Oregon Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: �)��--I q 0 367:24 Section: 82 Block: 2 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric Inc License No: 4836-e SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: in ground swimming pool to include, bonding, 2-pool lights, 1-cover motor, gas pool heater Notes: Inspector Signature: Date: April 10 2014 81-Cert Electrical Compliance Form(1).xls 3 TOWN OF SOUTlIOLD BUILDING DEPT. 765.7802 INSPECTION XFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I I FIRE RESISTANT CON57RUC710N I ] FIRE RESISTANT PENETRATION I ] ELECTRICAL (ROUGH) I I ELECTRICAL(FINAL) REMARKS: DATE �-�9� �� INSPECTOR ^4 of SOpryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 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: r DATE J -/ -/9�- INSPECTOR OF SOUTyp6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ? �� INSPECTOR i� / Of SO�ryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION KFRAMING/STRAPPING [ ] FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE INSPECTOR OF SOUL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL(FINAL) REMARKS: DATE INSPECTOR �O��l►r4F SOpr�,o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: -� DATE �CINSPECTOR ' ' OF SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOUryo6 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 ] =CRTES'STANTCONWRWrION [ ] FIRE RESISTANT PENETRATION RICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE ANSPECTORZ ho��Of SO�r�o6 �Cow, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1 ST [ ] R GH PL8G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI REMARKS: DATE "�� INSPECTOR ��bUNi'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [vrFO DATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR f� 3672 f4v s TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOU DATION 1ST [ ] ROUGH PLBG. ` [ ] F NDATION 2ND [ ] INSULATION \✓C [ FRAMING /STRAPPING [ ] FINAL Je FIREPLACE & CHIMNEY ] [ ] FIRE SAFETY INSPECTION `� [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E AL (FINAL) REMARKS: 7j DATE b.3 INSPECTOR 367 TOWN OF SOUTFIOLD BUILDING DEPT. 76S•1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: O� oxi c it S DATE �^ ! '3 � INSPECTOR 3 � 7 �4o oF souryo s • A 5*4,4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR FO'UNDAfl0N(IST) i ,� - - • 1 - • A E��� p -�PLUMBING i i / • 40 INSULATION PER N.Y. STATE ENERGY CODE Moll . v FF ADDITIONAL COMMENTS • 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 Plana TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthlRorlc.nt:t PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20p Storm-Water Assessment Form c Contact: Approved 20� Mall to: Disapproved a/c Phone: DBuilding Inspector AUG 177 APPLICATION FOR BUILDING PERMIT Date July 10th ,20 11 INSTRUCTIONS BLDG. DEPT. T0V1N 0f 31Wi 'cation MILS be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pans,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 arces,and waterways. c.The work covered by this application may not be commented 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 anaoW in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition sirs months.Thereafter,a new permit shall be required, c APPLICATION IS HEREBY MADE to the Building Department for the issuade of Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,SuiFolk 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 agnea 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. Cutchogue 6291,L.L.C. (Signature of applicant or name,if a corporation) 331 West 84th Street#4,New York,NY 10024 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner' Name of owner of premises Cutchogue 6291, L.L.0 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer �Guiloin. Managi��Member of the LLCManagi��Member of the LLC (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: 6291 Oregon Road Cutchogue _ House Number Street Hamlett County Tax Map No. 1000 Section 82 Block Q2 Lot 3.22 SubdivisionOrejon Landin�l1Landing II Filed Map No. 04GI 3T Lot 2 Y 2. State existing use and occupancy ofremises ACANT and intended use and occupancy of proposed construction: a. Existing use and occupancy 1/ b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost $250,000 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor N.A. If garage,number of cars N.A. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front N.A. Rear N.A. Depth N.A. Height N.A. Number of Stories N.A. Dimensions of same structure with alterations or additions: Front N.A. Rear N.A. Depth N.A. Height N.A. Number of Stories N.A. 8. Dimensions of entire new construction:Front 26'-6' Rear 26''6` Depth 31-2' Height 30.1' Number of Stories 2 9. Size of lot:Front 165.66' Rear 162.06 Depth 549.83' 10.Date of Purchase November 5,2010 Namz of Former Owner Joseph G.Manzi,Jr. Irrevocable Trust 11.Zone or use district in which premises are situated R-80 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NOX f 13.Will lot be re-graded?YESX NO Will excess fill be removed from premises?YES X NO_ Cutchogue 6291,LLC 331 W 84th St#4,NY, NY 212 5805502 14.Names of Owner of premises Address Phone No. Name of Architect I PRiiP Aill ArjhitPrt Address63 Greene St NY NY Phone No 212 3348011 t Name of Contractor Address Phone No. IS a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES__L_NO *IF YES,SOUTHOLD TOWN TRUSTEES 8c 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 X NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFAIAj4, 18- Stephanie Guilpin being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Managing Member of the LLC i (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, Swo $o before me4is j day of I� Notary Public SiatureofApplicent MALIA D.CNArmAN NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED IN BRONX COUNTY NO.01CH6189098 MY COMMISSION EXPIRFe 'l INE 23,2012 BOARD_ OF SOUTH-OLD TOWN TRUSTEES SOUTIIOI.D NEW YORK PEIMIT NO. 7582 DATE: JUNE 22.2011 ISSUED TOP., CUTCHOGUE 62%1vLLC PROPERTY ADDRESS: 6291 OREGON RD.,CUTCHOGUE SCTM#82=2=3.2 AUTHORIZATI.ON -a Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town bode of the Town of 1 Southold and in accordance with the Resolution of the Board of Trustees adopted af'the meeting field on r June 22.2011 in consideration of application fee in the sum of$25_ 0.00 paid by Cutchogue 6291,LLC and subjec to the Terns and Conditions as stated in the Resolution;the Southold Town Board of Trtistee3 authorizes and pehitits the following: Wetland Permit to remove selective vegetation between 50' and 100' from the top o bluff and construct a sin a-fhmil dwell ri swimmi<tt bo "sanita ^ sate well � y g� �p � �'Y � driveway,drainage, detached shed, patios and landscaping beyond 104"'Irtom the top of bluff with the Condition that only noxious vegetation is removed, apo as depicted on the site plan prepared by Jeffrey T. Butler P.E.,;,P.C. dated MAY,270 2011. 1N-WlTNESS:WHEREOF,�e said B,oarO of Trustees hereby causes its Cgtporate Seal to be affixed, and these presents to be subscribed by a majority_of the said Board as of this date.` " 0 Jun I i - �� TERMS AND CONDITIONS The Permittee,Cutchoeue 6291,LLC, 331 West 84 h St. #4 NY NY 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 navigat"ion,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 PertW#iw ig required to�.provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice Bove and< eci`restriction to the deed df the subject parcel. Such evidence shall be pro"d4a '"ty(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion bf the work authorized. 'a 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. r From:OWEN CORP 10/02/2014 13:42 #893 P.002/002 John M.Bredemeyer III,President �� soUI fife Town Hall Annex 4 Michael J.Domino,Vice-President ® 64375 Main RoadP.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G 4 Charles J.Sanders,Trustee '® � yo Telephone(fi31) 765-1892 ��c4Um,� Fax(631)765-6641 - ------ I I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ti OCT 2 2014 ERTIFICATE OF COMPLIANCE Tr # 0995C Date: June 18, 2014 THIS CERTIFIES that the removal of noxious vegetation between 50' and 100' from top of bluff, and construction of a single-family dwelling swimming pool• sanitary system; well,• driveway; drainage,patios and landscaping beyond 100' from top of bluff At 6291 Oregon Road, Cutchogue,New York Suffolk County Tax Map# 82-2-3.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 27, 2011 pursuant to which Trustees Wetland Permit#7582 Dated June 22, 2011,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of noxious vegetation between 50' and 100' from top of bluff- and construction of a single-family dwelling, swimming pool,• sanitary system;well; driveway drainage,• patios and landscaping beyond 100' from ton of bluff. The certificate is issued to CUTCHOGUE 6291, LLC owner of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 -Fax: (631)444-0360 Joe Martens Letter of No Jurisdiction commissioner Tidal Wetlands Act June 14, 2011 .Cutchogue 6291, LLC 331 W 84th Street #4 New York, N.Y. 10024 Attn: Stephanie Gullpin UPA# 1-4738-04051/00001 Facility_6291 Oregon Road_, Southold, N.Y. SCTM#1000-82-2-3.2 Dear Ms, Gullpin: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the "top of bluff" line, as shown on the survey prepared by Jeffrey T. Butler dated 5/27/11, 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 other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the . tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area)or erecting a temporary fence, barrierGF44ala bay berm. Plp,qse note that this I r does not relieve you f the responsibility of obtaining any necessary its or approval rom other agencies or loca municipalities. riely Jo W' nd puty P rmit Adminis a cc: Jeffrey . Butler abitat-TW, File v Town of Southoid z Erosion, Sedimentation t& Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.file: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A O1 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN s�C-t— e-eT oc —Cot CERTIFIED BY A DESIGN PROFESSIONAL/N THE STATE OF NEW YORK. i SCOPE OF WORK - PROPOSED CONSTRUCTION I?EM# / WORK ASSESSMENT Yes No I I a. What is the Total Area of the Project Parcels? I Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within 87,498/2.01 Generated by a Two 2 Inch Rainfall on Site? the Scope of Work for Proposed Construction) ) (ThiItem em will Include all run-off created by site b. What is the Total Area of Land Clearing (S.F./Acres) ❑ ; clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 11,000/.25 Site Improvements and the permanent creation of i construction activity? (S.F./Aces) impervious surfaces.) I PROVIDE BRMF PROJECT DESCRr ION (P-1deAddt9onhd Pspee es N..dhhd) 2 Does the Site Plan and/or Survey Show All Proposed i Drainage Structures Indicating Size&Location?This i Item shall include all Proposed Grade Changes and CONSTRUCT SINGLE FAMILY RESIDENCE WITH Slopes Controlling Surface Water flow, RELATED IMPROVEMENTS 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to ❑ control site erosion and storm water discharges. This item must be maintained throughout the Entire I. Construction Period. 4 WIII this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Erg Existing Grade Involving more than 200 Cubic Yards of Material within any Parcell 5 Will this Application Require Land Disturbing Activities �•' Encompassing an Area in Excess of Five Thousand i (5,000 S.F.)Square Feat of Ground Surface? D '- 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Regulrernerds: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for at Construction activities involving soil Beach? disturbances of one(1)or more acres;including disturbances of less than one acre that 7 Will there be Site preparation on Existing Crede Slopes / iI are part of larger common pian That will ultimately disturb one or more acres land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ t/ I Including Coo nstruction activities a vttfes involving soil disturbances of less than one(1)acre where 100' the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred( )Of Horizontal Distance? �. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 WINDriveways,Parking Areas or other Impervious 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 Not.The NO)shall be into and/or in the direction of a Town right-of-way? submitted to the department prior to the commencement or construction activity. .. Z The SWPPPshall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,Post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any F]ddanP — I. constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Rfght-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(rids item will NOTinclude the Instauatlon ofDdvaway apron.) identify potential sources of pollution which may reasonably be expected to effect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 9.All SWPPPs that require the post-construct on storm water management practice in a Boz and the eonstrucfion silo disturbance Is between 5.000 S.F.81 Acre In area, component shall be prepared by a qualified Design Professional Uoensed In New Yotk a Storm-Water,Chading,bminage'&Erosion control Plan is Raquired by the Town of that Is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuands of Any Building Permit (NOTE: A Check Nahk(.r)andfor Amvrer for such Question is Required fora complete gppucaaon) S1 AIT OF NEW YORK,, COUNTY O,F1..�klohl..Ly .................SS That I,•... J ( (,�,. ,being my sworn,deposes and says that he/she is the applicant for Permit, (Name of' vidtrhg ocument And that he/she is the ... . Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Oram or inner td 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 murk rill be performed in the manner set forth in the application filed herewith. Sworn to before me this; j ........... .............................da of. .................. ,200. NotaryPublic: ..... ...........................I.............. ... .. -gnature of ApplignQ FORM - 06/10 MALIA D.CHH i MAN NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED IN BRONX COUNTY 1 NO.01CH6189098 MY COMMISSION EXPIpFS AJNE 23,2012 oF so�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road ax(631)76 5OZ P.O.Box 1179 G Q roger.richertCa7. own.southolamy.us Southold,NY 11971-0959Qly �� VI11►, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Wt LDW001> IF Lcc-Ta IL -nrt , Date: 7_ 10 - I-L Company Name: WILp ooD c.- Name: "RZAD"Lp 1�1ks5w,3"T�No R. License No.: 4 g 3 k Address: �,0 . -LA_;1M 508 WOD1061 _9_%VM_ 11-7g2 Phone No.. 31- a9- yalq ccu 1031- Zit'- as t 1 JOBSITE INFORMATION: (*Indicates required information) *Name: _ C AC31 O!uE 6 Z 91 L LC *Address: (.,2q1 ORrGati 1"ZoAD CL TC.NOvuXE *Cross Street: ALy.4i s LAwE *Phone No.: A.3i_ 369_ 7310 Permit No.: 3(0 7 Z y 50yi-h0ld 1 rvs"rE es V Tax Map District: 1000 Section: 8 2_ Block: oz Lot: 3_ Z *BRIEF DESCRIPTION OF WORK (Please Print Clearly) MFye Con,sfir�Gf'io,v 61c H0056 wIOf X^S6ff_&UM0 6w1f*" ';-N : wL (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: (9)/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service Re-connect nderground Number of MeterE@ Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form *Of SOT, 1 Aon Town Hall Annex Telephone(631)765-1802 3 54375 Main Road eye xW(6n )O76 P.O.Box 1179 roger. CdaO3sOy ny.us Southold,NY 11971-0959ZIC • �� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: RALP"I TZ Date: Id, 3 Company Name: Wi LD Wooer LEC'21C -,Lr,�C. Name: License No.: Sib Address: �} .O. 3rnc Bca pf-bloG �JY. 11-712 Phone No.: 06!�,ce (031 - yalc) Fo, 9a4-3-7S0 0736- Vii) JOBSITE INFORMATION: (*Indicates required information) *Name: Cir'C�c�aUE 62g1 LL(-, *Address: 42,11 Q0660.0 ROAD tJ 16h O eaae *Cross Street: *Phone No.: Permit No.: 3107 Z H Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) v ._ (4,eovnJD 1 - P✓,22P_ IZ 4a ?oo L L IGNTS Z l ' Poo L Coven_ /' &As Rt-7t1Z (Please Circle All That Apply) *Is job ready for inspection: YE ) / NO Rough In Final *Do you need a Temp Certificate: YES O "We- Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form THIS DECLARATION made by Luigi Badenchini, General Partner of the Badenchini Family Limited Partnership located at 37 Countisbury Avenue,North valley Stream,New York 11580,hereinafter referred to as DECLARANT,as owner of premises described in Schedule"A"annexed hereto(hereinafter referred to as PREMISES)desire to restrict the use and enjoyment of said Premises and has for such purpose determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANTS have made application to the Town of Southold(herein after referred to as TOWN) for a permit to construct,approval of plans or approval of a Major Cluster Subdivision or development on the PREMISES. 2. As a condition of approval by the TOWN of the subdivision or development application,the DECLARANTS covenant as follows: a. that there shall be 50' buffer"set back from the top of Bluff' said buffer to be undisturbed with the expectation of the removal of dead or noxious vegetation, and within the 50' buffer dead trees and cherry trees smaller than 5"can be removed by hand, re-vegetate understory with low bush blueberry,ink berry and bayberry. Existing trees may be manually pruned and trimmed as necessary. Grading within the 50' buffer is prohibited; and b. that no clearing of said 50' buffer,with the expectation of the removal of dead or noxious vegetation, shall take place without the approval of the TOWN Planning Board; and C. that their successors and/or assigns, must submit an erosion control and re- vegetation plan to the TOWN Planning Department when seeking the aforementioned approval; and d. that newly planted areas as noted on the plat shall survive for a period of two (2)years following the release of bond;and e. that no storm water resulting from the development and improvement of the subdivision or any of its lots shall be discharged down the face of the bluff in any manner; and L that no new residential structure or sanitary facility shall be constructed or otherwise located within 100 ft. landward from the top of bluff, and g, that on areas of the bluff that have exposed soil,beach grass (Ammophilia Breviligulata) shall be planted prior to the release of the performance guarantee and that said beach grass shall survive for a period of five(5)years; and h. that prior to the final approval of this major cluster subdivision DECLARANTS shall provide a signed written statement addressed to the Planning Board that states"the creation of this subdivision in no way commits either the Town of Southold or the County of Suffolk to any program to protect this property from bluff and shoreline erosion through the construction of engineering or other works; and i. that prior to any construction activity, DECLARANTS shall secure a General Permit for Storm Water Runoff from Construction Activity (GP-02-01) administered by the New York State Department of Environmental Protection(DEC) under the Phase II State Pollutant Discharge Elimination System(SPDES)Program; and j. that no stairways, stairs or other structures shall be installed which allow access to the beach from parcel 1; and L that no structures shall be proposed or permitted within 100 feet from the top of the bluff line without a grading plan approved by the Office of the Town Engineer and the Planning Board and all appropriate permits; and 1. that the clearing of existing woods/vegetation in the northern area of parcel 5 is prohibited; and In. that the final map shall be rendered null and void and the approval of the subdivision invalid in the event that the closing of the development rights sale is not complete and proof of such closing is not submitted to the Town of Southold Planning Department, and n. that all structures use gutters,leaders and subsurface drywells to retain surface runoff, and a that DECLARANT,their heirs, successors and assigns use native plants and attempt to use disease-resistant and drought-tolerant plants in the landscaping of the subject subdivision, and P. that DECLARANT,their heirs, successors and assigns refrain from the residential application and use of synthetic pesticides and fertilizers capable of entering the potable water supply, and q. that DECLARANT, their heirs, successors and assigns use only low flow faucets and toilets as per Suffolk County water Authority, and r. that DECLARANT,their heirs, successors and assigns use only pervious driveways to serve each lot, and S. that the Town of Southold Building Department shall not issue building permits for any lot depicted on the final map until the closing of the development rights sale completed in accordance with the approved map and proof of such closing is submitted to the Town of Southold Planning department,and �,� �� . �� ]r1'•�,i, ""`X t. that the subdivision open space is equal to 87,43 square feet or 2.02 acres (0 f and is included in and part of parcel 5, and U. this subdivision is subject to the Article XXII, Farmland Bill of Rights (Added 5-27-1997 by L.L. No. 11-1997) Section 100-220. Right to Farm of the Town of Southold Town Code. 3. The DECLARANTS their successors and/or assigns shall set forth these covenants,agreements and declarations in any and all leases to occupants,tenants and/or lessees of the above-described property and shall,by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANTS,their successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be in addition to and not in derogation of limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, s l • • or at the time such laws,ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned restrictive covenants shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. The failure of said agencies of the Town of Southold to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding on the DECLARANTS,their successors and assigns, and upon all persons or entities claiming under them. 8. If any section, subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall,by a Court of competent jurisdiction,be adjudged illegal, unlawful, invalid,or held to be unconstitutional,the same shall not effect the validity of the covenants as a whole, or any part or provision hereof other than that part so adjudged to be illegal,unlawful, invalid, or unconstitutional. 9. These covenants and restrictions cannot be revised,modified or otherwise amended without a majority plus one of the Planning Board, subject to a public hearing. 10. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth. That the within declaration shall run with the land and shall be binding upon the DECLARANT and its successors and assigns,and upon all persons or entities claiming under them,and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the property unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successors, after a public hearing. BAD MILY LIMITED PARTNERSHIP B nchini, General Partner Date:July 8th 2011 To whom it may concern: Enclosed find heating and cooling load calculations and ResCheck calculations for the following projects: C= 3 `: Oregon Landing II Residence—Lot 1 cry 6213 Oregon Road Cutchogue NY 11935 Oregon Landing II Residence—Lot 2 6291 Oregon Road Cutchogue, NY 11935 The enclosed calculations have been performed using Commercial Heating Ventilation and Air Conditioning(CHVAC)software from Elite Software.This is industry standard software that uses procedures prescribed in ASHRAE Handbook of Fundamentals.The key difference between Manual J and CHVAC are highlighted below. ACCA Manual J is a residential load calculation procedure that makes many simplifying assumptions so that it is reasonably easy to perform manual heat gain and heat loss calculations.ASHRAE has both a residential and a commercial load calculation method.The ASHRAE residential load calculation method is little used and thus any mention of ASHRAE load calculation methods are nearly always assumed to be for commercial purposes. ASHRAE actually supports numerous commercial load calculation methods with acronyms like TETD, CLTD,TFM, RTS,and HB.All of these methods employ more sophisticated procedures than what Manual J uses. Perhaps the greatest difference between Manual J and ASHRAE procedures involves time of day.ASHRAE has a different load factor for every hour of the cooling design day.Walls, roofs,and glass sections each have their own hourly load factors that are dependent primarily on orientation and time of day. Yours sincerely, - y--P16-Gro suiting Engineering, pllc �P;�f OF NEWCO y a i m "' 0732�� Ssio ®® Imtiaz MUlla, P.E. Principal 1 Te" TRANSMITTAL LESLIE GILL ARCHITECT I 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212 334-8011 FAX 212 334-8046 INTERNET INFOC@LESLIEGILL.COM DATE: September 21,2011 JOB No: GS2-Oregon Landing II Residence R E: Building Department Updated Drawings TO: Pat Conklin COPIES TO: WE ARE SENDING YOU: () (X) ATTACHED () () UNDER SEPARATE COVER THE FOLLOWING ITEMS: TRANSMITTED AS INDICATED BELOW: () SHOP DRAWINGS (X) FOR APPROVAL (X) PRINTED DRAWINGS () APPROVED AS SUBMITTED O ,SAMPLES...... ..,..., .. O RESUBMIT COPIES FOR APPROVAL () SPECIFICATIONS () FOR SUBMISSION () CHANGE ORDER () APPROVED AS NOTED O REPORTS ..,,..,,.. O AS REQUESTED O LETTERS _.__ ... .............. O RETURNED FOR CORRECTIONS O ELECTRON,IC FILES _.. __. .... ..._ O FOR REVIEW AND COMMENT O .._... ... ........... ......... _ _._._ ___ O FOR BIDS DUE COPIES: DATE: NO: DESCRIPTION: 3 06/30/2011 1 Architectural Drawing: Lot 1 A-101 3 06/30/2011 1 Architectural Drawing: Lot 1 A-105 3 06/30/2011 1 Structural Drawing: Lot 1 S-100 3 06/30/2011 1 Structural Drawing: Lot 1 S-105 3 06/30/2011 1 Architectural Drawing: Lot 2 A-101 3 06/30/2011 1 Structural Drawing: Lot 2 S-101 dr �41 Li �� — �J �'j L FEB 2 1 2013 F, CONSTRUCTION February 19, 2013 Town of Southold Building Department Town Clerk's Office Southold, NY RE: Permit #36724 Guest House C a q 1 6-2+3 Oregon Road, Cutchogue SCTM #473889 Sec/Block/Lot #82.-2-3.2 To Whom It May Concern: I hereby request a 6 month extension for the Building Permit #36724 at the above referenced location. Thank you in advance for your consideration. Sincerely, OWEN CONSTRUCTION CORP. John Cronin (J.C.) Z:\THERESA\Oregon Landing\Town of Southold Bldg.Guest House Renewal Letter 2.19.13.docx pF SOUryD�o Town Hall Annex Telephone(631)765-1 R02 54375 Main Road Paz(631)765-4502 P.O.Box 1179 0 �� Southold.NX 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD March 10, 2014 Cutchogue 6291 LLC 6291 Oregon Rd. Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: Please be advised that Building Permit#36724 for the above mentioned property expired on 09/29/2013. In order to obtain a final inspection on this property the permit will need to be renewed. The fee for the renewal is $1047.00 (half the fee of the original permit). Once we receive payment, you will be able to schedule the final inspection. If you have any questions, please feel free to contact our office. Thank you. Southold Town Building Department a) e6coq (Ga-La *pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road c/ Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 June 9, 2014 UN11' `!.v BUILDING DEPARTMENT TOWN OF SOUTHOLD Owen Construction 101 Edwards Ave Calverton, NY 11971 Re: 6291 Oregon Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. c .Final Health Department Approval. r Plumbers Solder Certificate. (All permits involving plumbing after 411184) 1 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. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38740 — New Dwelling CREScheck Software Version 4.4.1 NJ( Compliance Certificate Project Title: Oregon Landing II Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Building Orientation: Bldg.orientation unspecified Glazing Area Percentage: 15% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 6291 Oregon Road Plus Group Consulting Engineering Cutchogue,NY 11935 231 West 29th St Suite 706 New York,NY 10001 • • trade-off Compliance:23.3%Better Than Code Maximum UA:416 Your UA:319 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Roof:Flat Ceiling or Scissor Truss 898 22.0 14.0 25 North Wall:Wood Frame, 16"o.c. 516 22.0 0.0 20 Orientation:Unspecified Window 1:Metal Frame with Thermal Break:Double Pane with 158 0.320 51 Low-E SHGC:0.38 Orientation:Unspecified East Wall:Wood Frame,16"o.c. 827 22.0 0.0 46 Orientation:Unspecified Window 2:Metal Frame with Thermal Break:Double Pane with 10 0.320 3 Low-E SHGC:0.38 Orientation:Unspecified South Wall:Wood Frame, 16"o.c. 516 22.0 0.0 25 Orientation:Unspecified Window 3:Metal Frame with Thermal Break:Double Pane with 40 0.320 13 Low-E SHGC:0.38 Orientation:Unspecified Door 1:Solid 21 0.460 10 Orientation:Unspecified West Wall:Wood Frame,16"o.c. 827 22.0 0.0 35 Orientation:Unspecified Window 4:Metal Frame with Thermal Break:Double Pane with 197 0.320 63 Low-E SHGC:0.38 Orientation:Unspecified Basement Wall 1:Solid Concrete or Masonry 1104 22.0 14.0 28 Orientation:Unspecified Wall height:8.0' Depth below grade:8.0' Insulation depth:8.0' Project Title:Oregon Landing II Residence Report date:06/30/11 Data filename:Z:\PROJECTS\1121_GS Northfork Residence\3.0 Calculations\3.1 Mechanical\Lot 2 REScheck.rck Page 1 of 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck.Y•;p[slon 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Titley f Sign ure Date UL i m ZN�O yO. 0732 �� �� 07 16p °d A9�FESSIONP� ,®® Vf Project Title: Oregon Landing II Residence Report date: 06/30/11 Data filename:Z:\PROJECTS\1121_GS Northfork Residence\3.0 Calculations\3.1 Mechanical\Lot 2 REScheck.rck Page 2 of 2 Building Summary Loads Building peaks in August at 5pm. i, Roof 897 1,896 3.95 0 788 788 1.91 Wall 2,110 9,208 19.20 0 1,752 1,752 4.24 Glass 438 9,553 19.92 0 18,181 18,181 43.99 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 20,657 43.07 0 20,721 20,721 50.14 Lighting 980 0 0.00 0 3,241 3,241 7.84 Equipment 1,355 0 0.00 0 3,780 3,780 9.15 People 8 0 0.00 1,733 2,166 3,898 9.43 Partition 1,120 1,626 3.39 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool.Vent. 200 0 0.00 4,536 1,317 5,853 14.16 Heat.Vent. 200 12,871 26.83 0 0 0 0.00 Cool. lnfil. 66 0 0.00 1,550 490 2,040 4.94 Heat. lnfil. 190 12,812 26.71 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 1,798 1,798 4.35 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 47,967 100.00 7,819 33,511 41,330 100.00 ; ...,.x - ,,, .- Ventilation 12,871 26.83 4,536 1,317 5,853 14.16 Infiltration 12,812 26.71 1,550 490 2,040 4.94 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 22,284 46.46 1,733 29,907 31,639 76.55 Plenum Loads 0 0.00 0 0 0 0.00 Fan& Duct Loads 0 0.00 0 1,798 1,798 4.35 Building Totals 47,967 100.00 7,819 33,511 41,330 100.00 N r: _. ,ii,n :, r.. :era ..w ,.iii, i..;'„i,, ,ii+ i.ii•.. . n..'. .:iii/. Total Building Supply Air(based on a 20°TD): 1,467 CFM Total Building Vent.Air(13.63%of Supply): 200 CFM r t3f Total Conditioned Air Space: 2,281 Sq.ft �pCEOF N DVYON I, Supply Air Per Unit Area: 0.6431 CFM/Sq.ft ' \���\Nz A1U�l9 Area Per Cooling Capacity: 662.3 Sq.ft/Ton Cooling Capacity Per Area: 0.0015 Tons/Sq.ft a ;` u g Heating Capacity Per Area: 21.03 Btuh/Sq.ft 2 z Total Heating Required With Outside Air: 47,967 Btuh NCO °• 07321 Total Cooling Required With Outside Air: 3.44 Tons e e � U''ESSIONP 4a4 Z:\PROJECTS\1121_GS Northfork Residence\3.0 Calculations\3.1 Mechanical\1121 Load Calc Lot 2.CHV Thursday,June 30,2011,04:59 PM Page 1 of 9 Energy Data for Kolbe Windows and Doors SORTING ITEMS: Click a column header to sort results. EX: Click U Factor to group the values in ascending order. Click descending order. Additional NOTES are available at the bottom of this page. F Print This Page 1 Page: 1 2 3 View All 1 Product Identification US ENERGY STAR Climate Zones Energy Ratings Glass Specifications NFRC Series Product Product S S N N Door U SHGC VT CR Glass Glass Glass Gas Spacer Lite Door F CPD Model C C ES Factor Unit Pane Coating Fill Divisions Lite Con! Tvpe KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.16 0.24 60 Double Clear/No LoE-240 Argon Stainless Onelite N- Push- Out, Pane Lami #2 Steel 132- Out Multi-Pt 072- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.14 0.22 60 Double Clear/No LoE-240 Argon Stainless PDL<1" N- Push- Out, Pane Lami #2 Steel w/internal 132- Out Multi-Pt grid 073- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.13 0.2 60 Double Clear/No LoE-240 Argon Stainless PDL>=1" N- Push- Out, Pane Lami #2 Steel w/internal 132- Out Multi-Pt grid 074- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.17 0.4 61 Double Clear/No LoE-366 Argon Stainless Onelite N- Push- Out, Pane Lami #2 Steel 132- Out Multi-Pt 092- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.16 0.36 61 Double Clear/No LoE-366 Argon Stainless PDL<1" N- Push- Out, Pane Lami #2 Steel w/internal 132- Out Multi-Pt grid 093- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.14 0.32 61 Double Clear/No LoE-366 Argon Stainless PDL>=1" N- Push- Out, Pane Lami #2 Steel w/internal 132- Out Multi-Pt grid 094- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.23 0.41 58 Double Lami LoE-270 Argon Stainless Onelite N- Push- Out, Pane 21-27 #2 Steel 132- Out Multi-Pt 242- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.16 0.23 57 Double Lami LoE-240 Argon Stainless Onelite N- Push- Out, Pane 21-27 #2 Steel 132- Out Multi-Pt 237- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.17 0.38 58 Double Lami LoE-366 Argon Stainless Onelite N- Push- Out, Pane 21-27 #2 Steel 132- Out Multi-Pt 247- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.23 0.42 61 Double Lami LoE-270 Argon Stainless Onelite N- Push- Out, Pane 21-27 #2 Steel 132- Out Multi-Pt 202- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.21 0.38 61 Double Lami LoE-270 Argon Stainless PDL<1" http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 2 of 9 N- Push- Out, Pane 21-27 #2 Steel w/internal 132- Out Multi-Pt grid 203- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.19 0.34 61 Double Lami LoE-270 Argon Stainless PDL>=1" N- Push- Out, Pane 21-27 #2 Steel w/internal 132- Out Multi-Pt grid 204- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.16 0.24 61 Double Lami LoE-240 Argon Stainless Onelite N- Push- Out, Pane 21-27 #2 Steel 132- Out Multi-Pt 192- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.14 0.22 61 Double Lami LoE-240 Argon Stainless PDL <1" N- Push- Out, Pane 21-27 #2 Steel w/internal 132- Out Multi-Pt grid 193- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.13 0.19 61 Double Lami LoE-240 Argon Stainless PDL>=1" N- Push- Out, Pane 21-27 #2 Steel w/internal 132- Out Multi-Pt grid 194- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.17 0.39 58 Double Lami LoE-366 Air Stainless Onelite N- Push- Out, Pane 21-27 #2 Steel 132- Out Multi-Pt 207- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.16 0.35 58 Double Lami LoE-366 Air Stainless PDL<1" N- Push- Out, Pane 21-27 #2 Steel w/internal 132- Out Multi-Pt grid 208- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.14 0.31 58 Double Lami LoE-366 Air Stainless PDL>=1" N- Push- Out, Pane 21-27 #2 Steel w/internal 132- Out Multi-Pt grid 209- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.17 0.39 61 Double Lami LoE-366 Argon Stainless Onelite N- Push- Out, Pane 21-27 #2 Steel 132- Out Multi-Pt 212- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.15 0.35 61 Double Lami LoE-366 Argon Stainless PDL<1" N- Push- Out, Pane 21-27 #2 Steel w/internal 132- Out Multi-Pt grid 213- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.14 0.31 61 Double Lami LoE-366 Argon Stainless PDL>=1" N- Push- Out, Pane 21-27 #2 Steel no 132- Out Multi-Pt internal 214- Profile grid 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.23 0.43 58 Double Clear/No LoE-270 Argon Aluminum Onelite N- Push- Out, Pane Lami #2 133- Out Single- 072- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.21 0.39 58 Double Clear/No LoE-270 Argon Aluminum PDL<1" N- Push- Out, Pane Lami #2 w/internal 133- Out Single- grid 073- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.19 0.34 58 Double Clear/No LoE-270 Argon Aluminum PDL>=1" http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 3 of 9 N- Push- Out, Pane Lami #2 w/internal 133- Out Single- grid 074- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.23 0.43 61 Double Clear/No LoE-270 Argon Stainless Onelite N- Push- Out, Pane Lami #2 Steel 133- Out Single- 042- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.21 0.39 61 Double Clear/No LoE-270 Argon Stainless PDL<1" I N- Push- Out, Pane Lami #2 Steel w/internal 133- Out Single- grid 043- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.19 0.34 61 Double Clear/No LoE-270 Argon Stainless PDL>=1" I N- Push- Out, Pane Lami #2 Steel w/internal 133- Out Single- grid 044- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.16 0.24 61 Double Clear/No LoE-240 Argon Stainless Onelite N- Push- Out, Pane Lami #2 Steel 133- Out Single- 032- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.14 0.22 61 Double Clear/No LoE-240 Argon Stainless PDL <1" N- Push- Out, Pane Lami #2 Steel w/internal 133- Out Single- grid 033- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.13 0.2 61 Double Clear/No LoE-240 Argon Stainless PDL >=1" N- Push- Out, Pane Lami #2 Steel w/internal 133- Out Single- grid 034- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.17 0.4 61 Double Clear/No LoE-366 Argon Stainless Onelite N- Push- Out, Pane Lami #2 Steel 133- Out Single- 052- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.16 0.36 61 Double Clear/No LoE-366 Argon Stainless PDL<1" N- Push- Out, Pane Lami #2 Steel w/internal 133- Out Single- grid 053- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.14 0.32 61 Double Clear/No LoE-366 Argon Stainless PDL>=1" N- Push- Out, Pane Lami #2 Steel w/internal 133- Out Single- grid 054- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.23 0.43 58 Double Clear/No LoE-270 Argon Aluminum Onelite N- Push- Out, Pane Lami #2 132- Out Multi-Pt 112- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.21 0.39 58 Double Clear/No LoE-270 Argon Aluminum PDL<1" N- Push- Out, Pane Lami #2 w/internal 132- Out Multi-Pt grid 113- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.19 0.34 58 Double Clear/No LoE-270 Argon Aluminum PDL>=1" N- Push- Out, Pane Lami #2 w/internal 132- Out Multi-Pt grid 114- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.23 0.43 61 Double Clear/No LoE-270 Argon Stainless Onelite http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 4 of 9 N- Push- Out, Pane Lami #2 Steel 132- Out Multi-Pt 082- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.21 0.39 61 Double Clear/No LoE-270 Argon Stainless PDL<1" I N- Push- Out, Pane Lami #2 Steel w/internal 132- Out Multi-Pt grid 083- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.19 0.34 61 Double Clear/No LoE-270 Argon Stainless PDL>=1" I N- Push- Out, Pane Lami #2 Steel w/internal 132- Out Multi-Pt grid 084- Profile 01 KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.14 0.22 61 Double Clear/No LoE-240 Argon Stainless PDL <1" N- Push- Out, Pane Lami #2 Steel no 133- Out Single- internal 035- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.13 0.2 61 Double Clear/No LoE-240 Argon Stainless PDL>=1" N- Push- Out, Pane Lami #2 Steel no 133- Out Single- internal 036- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.21 0.39 61 Double Clear/No LoE-270 Argon Stainless PDL <1" N- Push- Out, Pane Lami #2 Steel no 133- Out Single- internal 045- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.19 0.34 61 Double Clear/No LoE-270 Argon Stainless PDL>=1" N- Push- Out, Pane Lami #2 Steel no 133- Out Single- internal 046- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.16 0.36 61 Double Clear/No LoE-366 Argon Stainless PDL<1" N- Push- Out, Pane Lami #2 Steel no 133- Out Single- internal 055- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.14 0.32 61 Double Clear/No LoE-366 Argon Stainless PDL>=1" N- Push- Out, Pane Lami #2 Steel no 133- Out Single- internal 056- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.21 0.39 58 Double Clear/No LoE-270 Argon Aluminum PDL<1" N- Push- Out, Pane Lami #2 no 133- Out Single- internal 075- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.19 0.34 58 Double Clear/No LoE-270 Argon Aluminum PDL>=1" N- Push- Out, Pane Lami #2 no 133- Out Single- internal 076- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.17 0.4 58 Double Clear/No LoE-366 Argon Aluminum Onelite N- Push- Out, Pane Lami #2 133- Out Single- 082- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.16 0.36 58 Double Clear/No LoE-366 Argon Aluminum PDL<1" N- Push- Out, Pane Lami #2 w/internal 133- Out Single- grid 083- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.14 0.32 58 Double Clear/No LoE-366 Argon Aluminum PDL>=1" http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 5 of 9 N- Push- Out, Pane Lami #2 w/internal 133- Out Single- grid 084- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.16 0.36 58 Double Clear/No LoE-366 Argon Aluminum PDL <1" N- Push- Out, Pane Lami #2 no 133- Out Single- internal 085- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.14 0.32 58 Double Clear/No LoE-366 Argon Aluminum PDL>=1" I N- Push- Out, Pane Lami #2 no 133- Out Single- internal 086- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.21 0.38 45 Double Clear/No ThermaPlus Air Stainless Onelite N- Push- Out, Pane Lami LoE-270 Steel 133- Out Single- 087- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.19 0.34 45 Double Clear/No ThermaPlus Air Stainless PDL<1" N- Push- Out, Pane Lami LoE-270 Steel w/internal 133- Out Single- grid 088- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.17 0.31 45 Double Clear/No ThermaPlus Air Stainless PDL>=1" N- Push- Out, Pane Lami LoE-270 Steel w/internal 133- Out Single- grid 089- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.19 0.34 45 Double Clear/No ThermaPlus Air Stainless PDL<1" N- Push- Out, Pane Lami LoE-270 Steel no 133- Out Single- internal 090- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.17 0.31 45 Double Clear/No ThermaPlus Air Stainless PDL>=1" N- Push- Out, Pane Lami LoE-270 Steel no 133- Out Single- internal 091- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.21 0.38 48 Double Clear/No ThermaPlus Argon Stainless Onelite N- Push- Out, Pane Lami LoE-270 Steel 133- Out Single- 092- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.19 0.34 48 Double Clear/No ThermaPlus Argon Stainless PDL<1" N- Push- Out, Pane Lami LoE-270 Steel w/internal 133- Out Single- grid 093- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.17 0.31 48 Double Clear/No ThermaPlus Argon Stainless PDL>=1" N- Push- Out, Pane Lami LoE-270 Steel w/internal 133- Out Single- grid 094- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.19 0.34 48 Double Clear/No ThermaPlus Argon Stainless PDL<1" N- Push- Out, Pane Lami LoE-270 Steel no 133- Out Single- internal 095- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.17 0.31 48 Double Clear/No ThermaPlus Argon Stainless PDL>=1" N- Push- Out, Pane Lami LoE-270 Steel no 133- Out Single- internal 096- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.16 0.35 45 Double Clear/No ThermaPlus Air Stainless Onelite http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 6 of 9 N- Push- Out, Pane Lami LoE-366 Steel 133- Out Single- 097- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.14 0.32 45 Double Clear/No ThermaPlus Air Stainless PDL <1" N- Push- Out, Pane Lami LoE-366 Steel w/internal 133- Out Single- grid 098- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.13 0.28 45 Double Clear/No ThermaPlus Air Stainless PDL>=1" N- Push- Out, Pane Lami LoE-366 Steel w/internal 133- Out Single- grid 099- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.14 0.32 45 Double Clear/No ThermaPlus Air Stainless PDL <1" N- Push- Out, Pane Lami LoE-366 Steel no 133- Out Single- internal 100- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.13 0.28 45 Double Clear/No ThermaPlus Air Stainless PDL>=1" N- Push- Out, Pane Lami LoE-366 Steel no 133- Out Single- internal 101- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.15 0.35 48 Double Clear/No ThermaPlus Argon Stainless Onelite N- Push- Out, Pane Lami LoE-366 Steel 133- Out Single- 102- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.14 0.32 48 Double Clear/No ThermaPlus Argon Stainless PDL<1" N- Push- Out, Pane Lami LoE-366 Steel w/internal 133- Out Single- grid 103- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.13 0.28 48 Double Clear/No ThermaPlus Argon Stainless PDL >=1" N- Push- Out, Pane Lami LoE-366 Steel w/internal 133- Out Single- grid 104- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.14 0.32 48 Double Clear/No ThermaPlus Argon Stainless PDL<1" N- Push- Out, Pane Lami LoE-366 Steel no 133- Out Single- internal 105- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.25 0.13 0.28 48 Double Clear/No ThermaPlus Argon Stainless PDL>=1" N- Push- Out, Pane Lami LoE-366 Steel no 133- Out Single- internal 106- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.21 0.38 42 Double Clear/No ThermaPlus Air Aluminum Onelite I N- Push- Out, Pane Lami LoE-270 133- Out Single- 107- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.19 0.34 42 Double Clear/No ThermaPlus Air Aluminum PDL<1" N- Push- Out, Pane Lami LoE-270 w/internal 133- Out Single- grid 108- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.17 0.31 42 Double Clear/No ThermaPlus Air Aluminum PDL>=1" N- Push- Out, Pane Lami LoE-270 w/internal 133- Out Single- grid 109- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.19 0.34 42 Double Clear/No ThermaPlus Air Aluminum PDL<1" http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 7 of 9 N- Push- Out, Pane Lami LoE-270 no 133- Out Single- internal 110- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.17 0.31 42 Double Clear/No ThermaPlus Air Aluminum PDL>=1" + N- Push- Out, Pane Lami LoE-270 no 133- Out Single- internal 111- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.21 0.38 45 Double Clear/No ThermaPlus Argon Aluminum Onelite + N- Push- Out, Pane Lami LoE-270 133- Out Single- 112- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.19 0.34 45 Double Clear/No ThermaPlus Argon Aluminum PDL<1" + N- Push- Out, Pane Lami LoE-270 w/internal 133- Out Single- grid 113- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.17 0.31 45 Double Clear/No ThermaPlus Argon Aluminum PDL>=1" + N- Push- Out, Pane Lami LoE-270 w/internal 133- Out Single- grid 114- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.19 0.34 45 Double Clear/No ThermaPlus Argon Aluminum PDL <1" + N- Push- Out, Pane Lami LoE-270 no 133- Out Single- internal 115- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.17 0.31 45 Double Clear/No ThermaPlus Argon Aluminum PDL>=1" + N- Push- Out, Pane Lami LoE-270 no 133- Out Single- internal 116- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.16 0.35 42 Double Clear/No ThermaPlus Air Aluminum Onelite + N- Push- Out, Pane Lami LoE-366 133- Out Single- 117- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.14 0.32 42 Double Clear/No ThermaPlus Air Aluminum PDL<1" + N- Push- Out, Pane Lami LoE-366 w/internal 133- Out Single- grid 118- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.13 0.28 42 Double Clear/No ThermaPlus Air Aluminum PDL>=1" + N- Push- Out, Pane Lami LoE-366 w/internal 133- Out Single- grid 119- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.14 0.32 42 Double Clear/No ThermaPlus Air Aluminum PDL<1" + N- Push- Out, Pane Lami LoE-366 no 133- Out Single- internal 120- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.28 0.13 0.28 42 Double Clear/No ThermaPlus Air Aluminum PDL>=1" N- Push- Out, Pane Lami LoE-366 no 133- Out Single- internal 121- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.15 0.35 45 Double Clear/No ThermaPlus Argon Aluminum Onelite N- Push- Out, Pane Lami LoE-366 133- Out Single- 122- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.14 0.32 45 Double Clear/No ThermaPlus Argon Aluminum PDL<1" + http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 8 of 9 N- Push- Out, Pane Lami LoE-366 w/internal 133- Out Single- grid 123- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.13 0.28 45 Double Clear/No ThermaPlus Argon Aluminum PDL>=1" N- Push- Out, Pane Lami LoE-366 w/internal 133- Out Single- grid 124- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.14 0.32 45 Double Clear/No ThermaPlus Argon Aluminum PDL<1" N- Push- Out, Pane Lami LoE-366 no 133- Out Single- internal 125- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.27 0.13 0.28 45 Double Clear/No ThermaPlus Argon Aluminum PDL >=1" N- Push- Out, Pane Lami LoE-366 no 133- Out Single- internal 126- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.09 0.11 62 Double Solar LoE-366 Argon Stainless Onelite N- Push- Out, Pane Cool #3 Steel 133- Out Single- Bronze 132- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.08 0.1 62 Double Solar LoE-366 Argon Stainless PDL<1" N- Push- Out, Pane Cool #3 Steel w/internal 133- Out Single- Bronze grid 133- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.08 0.09 62 Double Solar LoE-366 Argon Stainless PDL>=1" N- Push- Out, Pane Cool #3 Steel w/internal 133- Out Single- Bronze grid 134- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.08 0.1 62 Double Solar LoE-366 Argon Stainless PDL <1" N- Push- Out, Pane Cool #3 Steel no 133- Out Single- Bronze internal 135- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.29 0.08 0.09 62 Double Solar LoE-366 Argon Stainless PDL>=1" N- Push- Out, Pane Cool #3 Steel no 133- Out Single- Bronze internal 136- Pt grid 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.09 0.11 58 Double Solar LoE-366 Argon Aluminum Onelite N- Push- Out, Pane Cool #3 133- Out Single- Bronze 142- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.08 0.1 58 Double Solar LoE-366 Argon Aluminum PDL<1" N- Push- Out, Pane Cool #3 w/internal 133- Out Single- Bronze grid 143- Pt 01 Profile KKM- Heritage Csmt, Push- Yes Yes Yes Yes n/a 0.30 0.08 0.09 58 Double Solar LoE-366 Argon Aluminum PDL>=1" N- Push- Out, Pane Cool #3 w/internal 133- Out Single- Bronze grid 144- Pt 01 Profile f Print This Page 1 Page: 1 2 3 r View All 1 NOTES: (back to top of chart) U-Factor(or U-Value): The lower the U-factor, the greater a window's resistance to heat flow and the better its insulating value. Units are Btu/(hr•ft2•0F). http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 Page 9 of 9 SHGC: Solar Heat Gain Coefficient Total is a unitless number representing the ratio of radiant solar energy passing through/ incident solar radiation. A small SHGC is desirable during summer. This includes the effect of frame and dividers, which have SHGC of almost zero. Shading Coefficient = SHGC/ 0.86. VT: Visible Transmittance of the total fenestration product system is the transmittance across the visible portion of the solar spectrum where sensitivity to each wavelength is weighted by the eyes response. Vt is expressed as a dimensionless number from 0 (completely opaque) to 1.0 (completely clear). This value is influenced by the glass selection and by the ratio of glazing and frame area. Vtc high number (0.65) means nearly clear view, and low Vt total number means tinted view. NFRC CPD: National Fenestration Rating Council Certified Product Designation number(Learn more about the NFRC) 20085, S/C, N/C, N: View the ENERGY STAR climate zones through December 31, 2009 at the ENERGY STAR website 2010S, S/C, N/C, N: These are the ENERGY STAR climate zones for windows as of January 1, 2010. 2010 Door ES: This is the ENERGY STAR climate zone for doors as of January 1, 2010. View 2010 climate zones for windows and doors at the ENERGY STAR website PDL: Performance Divided Lite bars are a divided lite option using one lite of glass; i.e., they are visual divisions in one insulating glass unit rather than separate units which are used for true divided lites (Learn about PDL for vinyl products Combo: Combination storm/screen unit Ratings for products with obscured or wired glass and/or stained glass shall be deemed to be equivalent to the ratings for clear glass. Many Kolbe products meet or exceed various ANSI/AAMA/NWWDA 101/I.S.2-97, 101/I.S.2/NAFS-02, Canadian CSA 440-00, AAMA/WDMA/CSA 101/I.S.2/A440-05 reformed ASTM E1886 and E 1996 standards, Florida Statewide Approval system, and the Texas Department of Insurance system, etc. Visit the websites of these organizations: AAMA I ANSI I ASTM I Canadian CSA I ENERGY STAR I FL Building Code I NFRC I TDI I WDMA http://www.kolbe-kolbe.com/architectLibrary/energyDataResults.cfm 7/5/2011 t ST®R K Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 1 OF 8 DATE: 01/05/10 STORK(A)TWIN CITY TESTING 115 South 84« Ave. Wausau, Wl 54401 IN-PLANT AND LABORATORY TESTING OF A HERITAGE TRANSOM HWC2W1358 (IG)WW IPD4 (R&D 09172) AMS TEST PLAN NUMBER 03-091509 MANUFACTURED BY KOLBE & KOLBE MILLWORK COMPANY Prepared for: KOLBE & KOLBE MILLWORK COMPANY Attn: Mr.Don Woznicki 1323 South Eleventh Avenue Wausau,WI 54401 Test Dates: 10/16/09- 12/17/09 Expiration Date: 12/17/13 Prepared By: Reviewed By: �,&4,n V4�o . Dan Wadzinski John Bordagaray Engineering Technician Office Manager Product Testing Department Product Testing Department Telephone: (715) 848-3935 Telephone: (715) 848-3935 The test results contained in this report pertain only to the specimens tested and not necessarily to all similar products. Information and statements in this report are derived from material,information and/or specifications famished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analysed for any particular purpose or use.This repon is the confidential property of our client and may not be used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal law Title 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group STORW Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 2 OF 8 DATE: 01/05/10 IN-PLANT AND LABORATORY TESTING OF A HERITAGE TRANSOM HWC2W1358 (1G) WW IPD4 INTRODUCTION: This report presents the results of in-plant and laboratory testing conducted on an Heritage Transom Window manufactured by Kolbe & Kolbe Millwork Company of Wausau, Wisconsin. This work was requested and authorized by Mr. Don Woznicki of Kolbe & Kolbe Millwork Company with testing conducted on October 16, 2009 at Kolbe & Kolbe Millwork's facility and on October 23, 2009 and December 17, 2009 at Stork Twin City Testing facility. The purpose of the testing was to determine the performance of the window for air infiltration, water resistance, structural integrity and resistance to wind borne debris. TEST RESULTS SUMMARY: The window described herein meets or exceeds the following specifications: AAMA/WDMA/CSA TR-C65 2134 x 1219 (84x48) 101/I.S.2/A440-05 AAMA/WDMA/CSA Class CW-PG65- Size tested 2134 x 1219mm 101/I.S.2/A440-08 (84x48 in)-TR Secondary Designator(s) Canadian Air Infiltration/Exfiltration Level= A3 Negative Design Pressure = 3360 Pa(70 psf) ASTM E1886-05' +65/-70psf ASTM E1886-04' +65/-70psf ASTM E1886-02' +65/-70psf ASTM E1886-97' +65/-70psf ASTM E1996-09' Missile D, Wind Zone 4 ASTM E1996-08' Missile D, Wind Zone 4 ASTM E1996-06' Missile D, Wind Zone 4 ASTM E1996-05' 05b Missile D, Wind Zone 4 ASTM E1996-04' Missile D, Wind Zone 4 ASTM E1996-02' Missile D, Wind Zone 4 Information and statements in this repon are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group STORK` Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 3 OF 8 DATE: 01/05/10 SAMPLE DESCRIPTION: Unit Size: 2134mm (84.00") wide x 1219mm (48.00")high Unit Area: 2.61 m2 (28.00 ft2) Sash Size: 2076mm (81.75") wide x 11 62m (45.75")high Crack length: 6.33m (20.77') Finish: Interior was bare wood and the exterior was latex primed wood Glazing: The sash was interior glazed utilizing a 22mm(7/8") insulating unit comprised of Cardinal nominal 3.9mm (5/32") thick tempered / 8.0mm SS / 3.9mm (5/32") annealed / .090" SGP interlayer/ 3.9mm (5/32") annealed that measured 1978mm (77-7/8") wide x 1064mm (41-7/8") high. The glass was set from the interior against a bead of silicone sealant back bedding with a 13mm(1/2") glazing bite. Another interior bead of structural silicone sealant was applied at the interior edge of the glass around the entire perimeter and a vinyl glazing bracket was installed into a kerf around the sash. Wood glazing stops were utilized at the interior and secured with 18 gauge x 19mm (3/4") wire brads spaced 25mm(1") from the ends and 127mm to 152mm(5"to 6") on center. Spacer Description: Stainless Steel Frame Construction: The molded pine frame members were rabbeted, butted, sealed, and secured with two 16 gauge x l lmm (7/16") crown x 51mm (2") staples and two #8 x (2- 1/4") POH WD ZYEL screws per corner. Extension jambs were secured to the jambs with 13mm (1/2") x 38mm (1-1/2") staples and one #8 x (2-1/4") POH WD ZYEL screws per corner. Brickmould was secured to the side jambs and head with 14 gauge x 64mm(2-1/2") T-nails located 76 mm (3") from each end and 254 mm (10") on center. The brickmould was mitered and secured with two #8 x 57mm (2-1/4") screws per corner. The sill nosing was secured to the brickmould with one #9 x 51 mm (2") wood screw per corner and to the frame sill with glue and 14 gauge x 64mm (2-1/2") T-nails spaced 51mm (2") from each end and 254mm(10")on center. Sash Construction: The molded pine sash corners utilized open mortise and tenon construction and were secured with two#8 x 57mm(2-1/4")POH screws driven through the rail edge and into the stile end per corner. The sash was set against the frame bedded with silicone sealant from the interior. Interior stops were secured with 18 gauge x 4.8mm (3/16") crown x 29mm (1-1/8") long staples spaced 51mm (2") from each end and 254mm (10") on center. The sash was also secured to the frame with #6 x 38mm (1-3/4") PFH screws spaced 51mm(2") from each corner and 203mm(8")on center. Sash and Frame Reinforcement: No reinforcement Weatherstripping: None Hardware: None Information and statements in this report are derived from material,information and/or specifications famished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal law Title 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member ofthe Stork group ST ORMIR, Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 4 OF 8 DATE: 01/05/10 SAMPLE DESCRIPTION (CON'T): Installation: The units were installed into a non-grade western pine 38mm x 244mm (1- 1/2"x 9-5/8") test buck with a 13mm (1/2")rough opening gap around the entire perimeter. Unit 4 was secured with galvanized steel 20 gauge x 256mm (10-1/16") long x 41mm (1- 5/8")wide Kolbe & Kolbe Installation clips spaced along the side jambs 406mm(16") from each corner and on center and(14")from each corner and on center at the head and sill. The clips were attached to the frame with two #8 x 19mm (3/4") PFH SMS and to the test buck with one #8 x 44mm (1-3/4") PFH SMS with hammer bend application. Units 1, 2 & 3 omitted the installation clips and utilized#10 x 64mm (2-1/2") PFH screws that ran thru the side jambs and into the buck 305mm (12") from each corner and on center and 267mm (10- 1/2").from each corner and on center at the head and sill. On the backside of the brickmould along the head and side jambs, a fillet sealant joint was added in the valley where the brickmould overlaps the frame. The brickmould was fastened to the wood buck with 57mm (2-1/2")zinc coated T-nails spaced 610mm(24")on center. After the unit was fastened into the buck, a fillet sealant joint was added around the outside perimeter of the brickmould to seal the test unit to the buck. Sill gap between the sill nosing and wood buck was filled with a 38mm (1-1/2") x 13mm (1/2") strip of plywood secured with 51mm (2") wire brads spaced 305mm (12") on center. A silicone sealant was applied to the joint between the sill nosing and plywood and on all visible sides of the plywood. TEST RESULTS: Paragraph ACTUAL REQUIREMENTS 5.3.2 Air Infiltration Chamber Pressure, Pa(psf) +75 (+1.57) +75 (+1.57) L/s/m2 (cfm/ft2) 0.02 (<.O 1) 1.5 (30)maximum The tested specimen meets or exceeds the performance levels specified 101/I.S.2/A440-08 and 101/1.S.2/A440-05 for air infiltration. 5.3.2.2 Air Exfiltration Chamber Pressure, Pa(psf) -75 (-1.57) -75 (-1.57) L/s/m2 (cfm/ft2) 0.02 (<.01) ---- AVERAGE L/s/m2(cfm/ft2) 0.02 (<.01) <0.5 (0.1)=A3 5.3.3 Static Water Penetration Chamber Pressure, Pa(psf) +470 (9.75) +470 (9.75) Pressurized Duration, min. 5.0 5.0 Unpressurized Duration, min. 1.0 1.0 Cycles 4 4 Water Penetration NONE No water shall flow over interior face. Information and statements in this teport are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particularpurpose or use.This report is the confidential property of our client and may not he used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document maybe punished as a felony under Federal Statues including Federal Law Title 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group Mateerialrial T®ats Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 5 OF 8 DATE: 01/05/10 TEST RESULTS CONT: 5.3.4.2 Uniform Load Deflection Chamber Pressure,Pa(psf) +3120 (+65) +3120 (+65) Duration, sec. 60.00 10.00 Sash Rail Span, mm (in.) 203 (8) Sash Rail Deflection, mm (in.) .03 (.001) <L/175 = 1.17 (.046)max Chamber Pressure, Pa (psf) -3360 (-70) -3120 (-65) Duration, sec. 60.00 10.00 Sash Rail Deflection, mm (in.) 0.03 (.001) <L/175 = 1.17 (.046)max 5.3.4.3 Uniform Load Structural Chamber Pressure, Pa(psf) +4680 (+97.5) +4680 (+97.5) Duration, sec. 10.00 10.00 Permanent Set,mm(in.) .03 (.001) <0.3%L = .61 (.024)max Chamber Pressure, Pa (psf) -5040 (-105) -4680 (-97.5) Duration, sec. 10.00 10.00 Permanent Set, mm (in.) 0 (0) <0.3%L= .61 (.024) max 5.3.5 Forced Entry Test Grade 10 Type D No Entry No Entry TEST RESULTS ASTM E1996,E1886: TEST SEQUENCE: a. Missile Impact b. Positive Cyclic Load c. Negative Cyclic load IMPACT TEST: (Missile Level D,Wind Zone 4) Missile.Species: Southern Yellow Pine Missile Weight: 4200 grams(9.25 lbs.) Missile Length: 2.4 m(8') Conditioning Temperature: 20'C(68°F)>4 hours The specimens tested meet or exceed the Pass/Fail Criteria of ASTM 1996-09 Information and statements in this report are derived from material,information and/or specifications famished by the client and exclude any expressed or implied warranties az to the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Starnes including Federal Law Title 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group ` S i ORKK Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 6 OF 8 DATE: 01/05/10 TEST RESULTS CONT: TEST UNIT#1-PASS (SCREWS) Center • Missile Velocity: 15.55 mps (51.00 fps) longitudinal axis - <5° Observations: No rips, tears or separations • Impact Location: x axis—978mm (38.5"),y axis—508mm (20") Corner Missile Velocity: 15.55 mps (51.00 fps) longitudinal axis - <5° Observations: No rips, tears or separations Impact Location: x axis— 191mm(7.5"),y axis— 178mm (7) TEST UNIT #2-PASS (SCREWS) -- - - Corner • Missile Velocity: 15.30 mps (50.17 fps) longitudinal axis - <5° • Observations: No rips, tears or separations Impact Location: x axis— 152mm (6"), y axis—203mm (8") - _— -- Center Missile Velocity: 15.55 mps (51.00 fps) longitudinal axis -<5° Observations: No rips, tears or separations Impact Location: x axis — 965mm (38"), y axis — 508mm (20") TEST UNIT#3-PASS (SCREWS) — - Corner Missile Velocity : 15.13 mps (49.62 fps) longitudinal axis -<5° Observations: No rips, tears or separations Impact Location: x axi — 191mm(7.5 ) Y axis— 178mm(7 ) • Center Missile Velocity: 15.38 mps (50.44 fps) longitudinal axis -<5° Observations: No rips, tears or separations Impact Location: x axis—965mm(38"),y axis—533mm (21") Information and statements in this report are derived from material,information and/or specifications fumished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal law Title 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group S / —0R KR Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 7 OF 8 DATE: 01/05/10 TEST RESULTS CON'T: TEST UNIT #4-PASS (CLIPS) -- - - Center Missile Velocity: 15.09 mps (49.48 fps) longitudinal axis - <5° Observations: No rips, tears or separations ♦ Impact Location: x axis—965mm(38"),y axis—508mm(20") Corner Missile Velocity . 15.09 mps (49.48 fps) longitudinal axis <5' Observations: No rips, tears or separations Impact Location: x axis— 165mm(6.5"), y axis— 165mm(6.5") CYCLIC LOAD TEST: The specimens tested meets or exceed the Pass/Fail Criteria of ASTM 1996-09 CYCLIC TEST PRESSURE: (PA,,=PmaX =3120 PA (65 psf) (Pd)out=PmaX=3360 PA (70 psf) Test Unit(s)#1,#2,#3 and #4 POSITIVE #OF INWARD ACTING CYCLES/STAGE 624— 1560 PA 0— 1872 PA 1560—2496 PA 936—3120 PA 13 —32.5 pso (0—39psf) (32.5 —52 s (19.5 —65 pso 1.0 Seconds 1.1 Seconds 2.0 Seconds 1.5 Seconds 3500 300 600 100 NEGATIVE #OF OUTWARD ACTING CYCLES/STAGE 1008—3360 PA 1680—2688 PA 0—2016 PA 672— 1680PA 21 —70 s (35—56 s (0—42 s 14—35 s 1.3 Seconds 1.0 Seconds 2.0 Seconds 1.0 Seconds 50 1050 50 3350 Remarks: All samples were inspected carefully upon completion of the cyclic test for failures. None were found. As such, this product was found to satisfy the cyclic test requirements of ASTM 1886-05 and the Pass/Fail Criteria in ASTM 1996-09. General Note: 2 mil plastic was not required during cycling. Information and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warranties as to the fitness of the material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Stamen including Federal Law Title 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group 5TQ R K 1z' Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 180-7919 PAGE: 8 OF 8 DATE: 01/05/10 TEST RESULTS CONT: Official Observers: (part or all of testing) Dan Wadzinski—Stork Twin City Testing Gary Norenberg—Stork Twin City Testing John Bordagaray— Stork Twin City Testing TEST PROCEDURE: The tests were conducted in accordance with ASTM, 101/I.S.2/A440-08 and 101/I.S.2/A440-05 test procedures and the results were compared to the performance requirements. REMARKS: The horizontal and vertical cross-section drawings of the test specimen were reviewed by Stork Twin City Testing, and those drawings matched the tested specimen. Stork Twin City Testing will retain detailed drawings, physical corner sections and a copy of this report as a Hallmark unit. The above results were obtained by using the designated test methods and they indicate compliance with the performance requirements of the above referenced guidelines. Certification of this product may only be granted by a Hallmark Certification Administrator. Infomtation and statements in this report are derived from material,information and/or specifications furnished by the client and exclude any expressed or implied warramies as to the fitness ofthe material tested or analyzed for any particular purpose or use.This report is the confidential property of our client and may not be used for advertising purposes.This report shall not be reproduced except in full,without written approval of this laboratory.The recording of false,fictitious or fraudulent statements or entries on this document may be punished as a felony under Federal Statues including Federal Law Tide 18,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of the Stork group PREVIOUS 5GDH5 REF. N0. 510-05-0001 SITE PLAN BASED ON C0 AaV* S AND RESTRICTIONS ORIGINAL SURVEY BY: A. THAT THERE SHALL BE 50' BUFFER "SET BACK FROM THE TOP OF BLUFF" RMIT NO. I"4 S—O3rJ �000OI ANTHONY ABRUZZO R.L.S. SAID BUFFER TO BE UNDISTURBED WITH THE EXPECTATION OF THE REMOVAL OF NYDEG PE1500 HOR:TON5 LANE DEAD OR NOXIOUS VEGETATION;AND WITHIN THE 50' BUFFER DEAD TREES AND 50UTHOLD, NY 11171 CHERRY TREES SMALLER THAN 5" CAN BE REMOVED BY HAND, RE-VEGETATE ISSUED: 6/RMIT N UNDERSTORY WITH LOW BUSH BLUEBERRY, INK BERRY AND BAYBERRY. EXISTING DATED. 10/30/03 TREE5 MAY BE MANUALLY PRUNED AND TRIMMED A5 NEGE55ARY. GRADING WITHIN THE 50' BUFFER 15 PROHIBITED. B. THAT NO CLEARING OF SAID 50' BUFFER, WITH THE EXPECTATION OF THE REMOVAL OF DEAD OR NOXIOUS VEGETATION, SHALL TAKE PLACE WITHOUT THE N 604M LOAM APPROVAL OF THE TOWN PLANNING BOARD;AND e G. THAT THEIR SUCCESSORS AND/OR A5516N5, MUST SUBMIT AN ER05ION `- 41 w CONTROL AND RE-VEGETATION PLAN TO THE TOWN PLANNING DEPARTMENT / o N U4 WHEN SEEKING THE: AFOREMENTIONED APPROVAL;AND 41/ I / ! 1 36 UGHT OR" D. THAT NEWLY PLANTED AREAS A5 NOTED ON THE PLAT SHALL SURVIVE FOR 38 �VIL A PERIOD OF TWO (2) YEARS FOL.LOWIN6 THE RELEASE OF BONDI AND 42 D E. THAT !VO STORM WATER RESULTING FROM THE DEVELOPMENT AN 44 1 -- 46 IMPROVEMENT OF THE SUBDIVISION OR ANY OF ITS LOTS SHALL BE / 1 ----- 50 DISCHAR&ED DOWN THE FACE OF THE BLUFF IN ANY MANNER;AND 52 54 C,or+M&M w0 MATM gKOk"TIRM F. THAT NO NEW STRUCTURE OR SANITARY FACILITY SHALL BE CONSTRUCTED OR OTHERWISE LOCATED WITHIN 100 FEET LANDWARD FROM THE TOP OF BLUFF; r�n�sea BY 4cwis AND r + ,Ir 58 NOTE r r O, 6. THAT ON AREAS OF THE BLUFF THAT HAVE EXPOSED SOIL, BEACH GRASS 40 THERE ARE NO WELLS WITHIN TEST HOLE r , (AMMOPHILIA BREVILI6ULATA) SHALL BE PLANTED PRIOR TO THE RELEASE OF 150 FEET OF PROPERTY NOT TO 5GALE THE PERFORMANCE GUARANTEE AND THAT SAID BEACH 6RA55 SHALL SURVIVE FOR A PERIOD OF FIVE (5) YEARS; AND l , o H. THAT PRIOR TO THE FINAL APPROVAL OF TH15 MAJOR CLUSTER SUBDIVISION O — — — — — — PROPOSED DECLARANTS SHALL PROVIDE A 516NED WRITTEN STATEMENT ADDRE55ED TO N _ S'Q>XIO' DEEP THE PLANNING BOARD THAT STATES "THE CREATION OF THIS SUBDIVISION IN NO / r , L.P. FOR ROOF6, WAY COMMITS EITHER THE TOWN OF SOUTHOLD OR THE COUNTY OF SUFFOLK TO RUNOFF cA ANY PROGRAM TO PROTECT THIS PROPERTY FROM BLUFF AND SHORELINE \ EROSION THROUGH THE CONSTRUCTION OF EN6INE:ERIN6 OR OTHER WORKS;AND ~' \\ I. THAT PRIOR TO ANY CONSTRUCTION ACTIVITY, DECLARANTS SHALL SECURE A GENERA[- PERMIT FOR STORM WATER RUNOFF FROM CONSTRUCTION ACTIVITY (6P-02- OU ADMINI5TEERED BY THE NEW YORK STATE DEPARTMENT OF ENVIROTMENTAL PROTECTION (DEC) UNDER THE PHASE 11 STATE POLLUTANT 015CHAPOE ELIMINATION SYSTEM (512DEW PR06RAMj AND qwft - J. THAT 'NO STAIRWAYS, STAIRS OR OTHER STRUCTURES SHALL BE INSTALLED XQ� _r _ WHICH AI-LOW ACCESS TO THE BEACH FROM PARCEL I;AND 'S" K. THAT 5TRUCTUR5 SHALL BE PROPOSED PERMI D WITHIN 100 FEE NE OF SILT �r `\ - - �► + FROM TFEOTOP OF BLLUFF LINE WITHOUT 6RAD N6 PLAN APPROVEED BY THE T - OFFICE OF THE TOWN ENGINEER AND THE PLANNING BOARD AND ALL F AND IS 1^10 APPROPRIATE PERMITS;AND • I °� 11 r rl !r 1 1 1 1 / l HAYS 5 r ,r + + In L. THAT OF GLEARSN 5 Of: EXISTIN&PROHIBITED; ANDOpS/1IE6ETATION IN THE NORTHERN U m „ 15 0 r r �� / AREA O PAG ^ OP 12 H r M. THAT THE FINAL MAP SHALL BE RENDERED NULL AND VOID AND THE GLARING ��i� `E5T � r • APPROVAL OF THE SUBDIVISION INVALID IN THE EVENT THAT THE CLOSING OF ��� 1" \ THE DEvELOPMEENT RIGHTS SALE 15 NOT COMPLETED AND PROOF OF SUCH HOLE W N ,''' I 15 NOT SUBMITTED TO THE TOWN OF SOUTHOLD PLANNING ^ 1- # /' ',v \ ` � I �m � CLOSING hal u — 0 DEPARTMENT;AND N. THAT THE TOWN OF SOUTHOLD BUILDING DEPARTMENT SHALL NOT ISSUE D _ PROPOSED � POOL ;�: ::: :; I / yL r - W c� i � 12 H D /.:: .:. RI BUILDINE� PERMITS FOR ANY LOT DEPICTED ON THE FINAL MAP UNTIL THE / r N 01-051N6 OF THE DEVELOPMENT RIGHTS SALE 15 COMPLETED IN AGGORDANGE WELL " 1 � + WITH THE: APPROVED MAP AND PROOF OF SUCH GL051N6 15 SUBMITTED TO THE W LL r I I / \ ' _ ` SEP r TOM Of: SOUTHOLD PLANNING DEPARTMENT; AND X Z LL O. THAT THE SUBDIVISION OPEN SPACE 15 EQUAL TO 87,43q 5GUARE FEET OR "ft* / \ �O I }J� �� / 34°44'10' E 2.02 ACRES AND 15 INCLUDED IN AND PART OF PARCEL 5; AND M Q ° 1"+•1 2 N 3 .21'22 /N + -�� \ - !- `, RESIDENCE 5TH `� _ ,rI it I 50.0 P. THAT THI5 SUBDIVISION 15 SUBJECT TO THE ARTICLE XXII, FARMLAND BILL OF W r - - �� ! r RIGHTS [ADDED 5-2-1-Iggl BY L.L. N0.11-14M) SECTION 100-220. R16HT TO FARM, Q- •F r I -' + � \ �� --� (4 BEDROOM) r.-� i r i LIP ` �� r / r I / / rI rr OF THE ..AWN OF llTl+O!en 'r�r.,'. �nr+F v 2 Ali lri , ` r \ / [Y r + —�_ ` LOT #3 (NOAWELL5) J rrr LU PROPOSED 8'OX4' DEEP L.P. FOR /' r POOL BAGKWA5H ENG[ ER: w \ �---------------- / 541.83' r' U NE PROPOSED 4 BEDROOM SEPTIC SYSTEM 'WQ- W 1-1000 GAL. SEPTIC, TANK w/ 1-8' DIA.xl2' D SEP �Q AFP UT L.P. (PROVIDE 50515 EXPANSION) p / LOT #I I �i / �Om r Cr`+ 0?Z3493 x - JEFFREY'l"'" ER, P.E. PROPOSED r III ,rli r / WELL —� - - - - - = i / r Ill � lii Irj \ i IIIl� 11ji I I II LOT #4 / v (VACANT) n) Q \ ' (NO WELLS) # N --- ' m m o w Lu Z 5 56'1'30" W 10.0' N d) CL aLU QQ) I � \ 'urate _ 2qq� — 1 r Line(s) MUST - / � � ? � Be Inspected By — __ + + +4 ` .33-8=1, � Suffolk Coun �e t. ___ �''1� / 0 Z 0 p Of Health Services. fta Call 852-5� 00, 4$ yours In Advance„ + ! Q Schedule InspeCtjon I U) �+ mSUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ( n � PERMIT FOR APPROVAL OF CONSTRUCTION FOR A d / o� N Q/ 36pQ3ft V) Z v O � SINGLE FAMILY RESIDENCE ONLY / V DATE H. REP. NO. -U6-GGK PARCEL #2 //�� APPROVED ' �.�"— T AREA = 8'1,418.52 = 2.01 ACRE5 PAGE : 1-17 AREA WITH R.O.W. = 110,203:i5 50.FT. = 4.31 AGRE5 / SITE PLAN FOR MA M F SEDI:ooms BUILDABLE LAND = 61,851.32 50.FT. EXPIRES T YEARS FROM DATE OF APPROVAL 355 CLEARED OF TOTAL AREA PEI LOT COVERAGE = 3800 50.FT. / 61,851.32 5Q.FT. = .061 = 6.1% / 30 15 0 30 60 QO 120 150 Revised Plan Approved. 6RAPHIG SCALE I" = 30'-0" EXpi1'6S_ Q / i THESE DRAWINGS AND ACCOMPANYING 5PEGIFIGATION5,A5 IN5TRUMENT5 OF 5ERVIGE,ARE THE EXCLU51VE PROPERTY OF THE ARCHITECT AND THEIR U5E AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHIGH THEY WERE PREPARED. REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN HHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLAN5 SHALL REMAIN WITH THE ARCHITECT. V15UAL GONTA,T WITH THEM 5HALL GON5TIlUTE PRIMA FACIE EVIDENGE OF ACCEPTANCE OF THESE RE5TRICTION5. SURVEY OF LOTS 1 , 2 , 3 & 4 MAP OF OREGON LANDING II FILE No. 11457 FILED OCTOBER 30, 2006 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-82-02-3. 1 S.C. TAX No. 1000-82-02-3.2 S.C. TAX No. 1000-82-02-3.3 /- S.C. TAX No. 1000-82-02-3.4 / 4bSCALE 1 "=40' OCTOBER 25, 2010 001�P�� JUNE 23, 2011 ADDED ADDITIONAL TOPOGRAPHY �� JANUARY 5, 2012 MARKOUT CLEARING LIMITS & 100' BLUFF SETBACK FEBRUARY 8, 2012 STAKE HOUSE FOUNDATIONS & WELLS MARCH 14, 2012 FOUNDATION LOCATION EAST BUILDING °b, 30 AREA DATA AREA DATA FOR LOT 2 LOT 1 82,061 s ff. 187,816 sq. ft. q' TOTAL AREA 1000-82-02-3.1 1.884 ac. 4.312 ac. LOT 2 187,816 sq. ft. RIGHTS OF WAYS 112,904 sq. ft. \6, 1000-82-02-3.2 4.312 ac. AREA 2.592 ac. "o LOT 3 51,485 sq ft. AREA LESS 74,912 sq. ft. 1000-82-02-3.3 1.182ac. RIGHTS OF WAYS 1.720 ac. \ 11 ! ! LOT 4 54,007 sq. ft. 1000-82-02-3.4 1.240 ac. Q /oc� , / /, / /i /i i'/i i'/i'/'i i i'////j/// \\\\ \ \\\ \ / , I I \ \6 '/� / /� v / I TOTAL 375,369 sq. ft. w\ ci r0T �/' /' /'lfli'/i � �/i i�/i%/i'i� ii'/i// /�/ \\\ \ 1 I / ( 2 \\ 8 8.618 ac. \" ���• y' /' /'/i'//'/�'j /�l�i'iii'iii i iii'ii i'/' "\ �\11I\\ \\ 60 /\V / \ 4clk-- - 160 - I Xx I /// ��/ s / LOT 000-82- 2- OGjN"'" Y\P / �y 1 I 5 s2.o�/ 60.8 9 rn o i Pogo ay s, �4p0 I i W SS IIIII � lI11j111111 � 11 / \/ / I °o \\ SrP° ' 6 s\2,b 90 Ro / \ 1 \�\ \ 9K( / 6x 3.s ° i 60.4 0 ( xs4. ; III III I u�° \ o \,/ \ I y, \ \ ` 100' \ o 1111 tS \ \ �PF\F�\\ /,�\ \ 1 1\ \\C\\�� FROMS� /-� I I CP, 1 9.5 �� \ ooA \ 1 BLUF \' , / 62.4 1 S � x63.8 I \ 1 ° \ '�. GD \/ 24.6' 14.0' 'o ' LO I i O'' 1 9v 60 \ /\ �O�/ ,6 °\\ \�o°o 11 I x 64.)\ G 1 �° i � 59.7 ID Ir,P0563.01 I \ 1 I I \ /xsz.r vo 'D,\ I 1 67 °° y `\ ,6 '0 'L I o°° t o -- L I I \ x 61 X / - /, 1 \ TK\ s i.8 ( �P�o �0�96 X 65.1 - \ \ I \\ \ ,/ / / / \ / // �c co \ \ WELL\ ,� ,/�P / 1 1 \ , , / 24.6' ' \�\ \\ \\\ \\ \ SET BM IN TREE �o�z \\ /'/ / �\ ��GjOO6/ // /� Co 62.2\ \ \ \ ! I / / / , / 66.8 \ •\ \ \ \ 0 o°o xl \ 1 \ I 1 ! 1 64.51 f x �6 \ \\ `\ \ // ELE�• 65. ZD x 66.6x NIL 1 // \ I I mac, 1 1C tii`12•• HARDW00�- \\ \ \\ \ \ `\ / �� /_- z ,/` \ //' '� - -` �/ // /f O 3.2 \ x60.1 ay '2,\\cGs\\ \\ \\ ��O\ 65.71 6 y x 60.3 \ \ \ 64.9 62.937. 61 Pio ��\ \ \ \ I o° •\ ,/� 06''O: \ �\ is � I r \ p \ \ \ \ o \ \ \ \ ' \ \\ s3 \\ \ \ \ \• -/lS , // I4 GAJ i/`�\ Q 6r, \ \\ LOT \ S \ \\\\ O /IS \\ , /Q 'o r / / 0 lb lb 1�06 I / LOT 3 1 LOT / / '\/ �� •\ ,/ / ��-� / �°oma IQ r 1 p1RT ROAD \ I \ \ II 1 \ \\ \I I \\10 \95}/�i/�i \ i \6(� IQ S I \\ 1 1 \ I \ \ PREPARED IN ACCORDANCE WITH THE MINIMUM \ BYATHERDSAFOS. AND APPRR TITLE E€DYS AA ESTABLISHED O FOR SUCH USE BY TH W YOFke ND TITLE ASSOCIATION. !LL1)!r' \NFT N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 \zo TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 C43 75 � J rn' I SURVEY OF LOT 2 MAP OF PQOSO��R�. O Fn ORAEGON LANDING 11 FILE No. 11457 FILED OCTOBER 30, 2006 " OCT - 6 2014 ; I SI T UA TE !3 CUTCHOGUE O � N� of \ �,�, F T. /��o� o. \ T� TOWN OF SOUTHOLD / SUFFOLK COUNTY, NEW YORK S.C. TAX NO. 1000®82-02 ®3.2 / Fnzpec� FFo►'�'`n•`x.-.�:' ~�'RTM04T OF HEAL-XH SERVICES SCALE 1 "=40' `7 CONS i RUCTED WORKS FOR 7 OCTOBER 25, 2 010 i,,,GEE FAMILY RESEDENICE JUNE 2�, 2011 ADDED ADDITIONAL TOPOGRAPHY Date0CT p 3 2014�_ HS Ref 1�0� _�(p-c70��o JANUARY 5, 2012 MARKOUT CLEARING LIMITS & 100' BLUFF SETBACK FEBRUARY 8, 2012 STAKE HOUSE FOUNDATIONS & WELLS V10 OF \ *+�r � '� ham ' MARCH 14, 2012 FOUNDATION LOCATION EAST BUILDING CEJ 1 �QQ \ t'f�a,t: 1e`4 sus,[i,#fcCt09it. 81#isi. �� ,,�fi��i� Yinrq�f: -dies and tot f° AY 1B, 2012 STAKE GARAGE & FOUNDATION LOCATION WEST BUILDING � ;,:1t�317Ctht"i�4 C= �,E?¢�t;O;vIS• DECEMBER 4, 2013 FINAL SURVEY ON LOTS 1 & 2 (3-D"- \ be s2usssctcr^ F SEPTEMBER 11, 2014 CORRECT SEPTIC SYSTEM TIE MEASUREMENTS oPc,�P�P�O /0/0 \' Off�.e Wastavvatei tvtcc�agemetllt AREA DATA G �P OF \ 187,816 sq. ft. AREA TOTAL A 4.312 ac. RIGHTS OF WAYS 112,904 sq. ft. LOT 2 AREA 2.592 ac. __-------- GFS' AREA LESS 74,912 sq. ft. RIGHTS OF WAYS 1.720 ac. -------------- \6 - 1�O�S G C-,F WATER LINE 59/ PATIOo" ' & STE \ STONE ©24.7' OR 46, OONPAD C. POOL EQUI MEN\ N INGROUND POOL DF(WVLL`\ N cD SEPTIC SYSTEM & WELL So z� TIE MEASUREMENTS LOT 2 B \ woos of K 2a7 j HOUSE HOUSE HOUSE / WOOD DE �q �O O� CORNER CORNER CORNER a/ h0. SEPTIC TANK / zy o ai wo ��i / STEP �0 9qCOVER 48.0' 51.0' S \ LEACHING POOL YWELL DR Io r C) o� COVER 60.5' 57.0' d pR W P N z= LOT 1 F°c� POLL BPOK o WELL 119 105' c(�9P�2 SEPPNK A �o�� Pc A / o00, �9 �IQ Ts' o o� 6 � 5 5`b O �`� sem• 0 LOT 3 O G 4- LOT 4 sso sem, 0 oe� 0 �o �d d n �o J�19 U, s,.. F. e� -50 , � �6 �000 s so J F PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. OF Nie;V 0p� ss k� a c cps, C � " ftp o N.Y.S. Lic. No. 50467 fl Sv UNAUTHORIZED ALTERATION OR ADDITION 1 00 TO THIS SURVEY IS A VIOLATION OF J Taft Corwin III SECTION 7209 OF THE NEW YORK STATE � Nathan EDUCATION LAW. �� COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: StanleyJ. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE O Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 91'•3" LESLIE GILL ARCHITECT I ISSUE FOR CONSTRUCTION 1 2 ZA ENTRY GATE <� UP T / I I PROJECT OREGON LANDING II RESIDENCE A '6 &6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 I DN I I I UP ARCHITECT I POOL SPECIFICATION TBD UPON SELECTION OF POOL VENDOR 2 LESLIE GILL ARCHITECT POOL TO HAVE RETRACTABLE COVER 63 GREENE ST. NEW YORK NY 10012 ALL DOORS FOR POOL ACCESS TO BE ALARMED TELEPHAl /, FO@LEONE SLIEGILL.COM 11 FAX 212-334-8046 N 4 L N 2 KITCHEN I LIVING/DINING POOLN MEP/FP ENGINEER 101 434SF PLUS GROUP ENGINEERING PLLC A3 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 1462SF OUTDOOR DECK:CEMENT PAVERS UNLESS OTHERWISE NOTED,TYP. IMULLA@PLUSGROUPCE.COM UJ ❑ O O CIVIL ENGINEER _ SMOKE/CARBON MONOXIDE DETECTOR,TYP. JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 s TELEPHONE 631-208-8850 JEBUTL@AOL.COM OUTDOOR SHOWER STRUCTURAL ENGINEER U0 ENTRY ROBERT SILMAN ASSOCIATES �', 103 88 UNIVERSITY PLACE NEW YORK NY 10003 j BATH 32SF LAUNDRY 102 104 m TELEPHONE 212-620-7970 FAX 212-620-8257 91SF 61SF OPPENHEIMER@SILMAN.COM I REVISIONS 13 El -- I ENTRY DOOR O I ENTRY GATE N ENTRY GATE UP UP in 4'-0"HIGH FENCE --------------------------------------------------------------------------------------------------------------------VaO DFC 74 01D ED A 0 9AI) T�. OF f�►ti� . PLAN LEGEND GENERAL CONSTRUCTION NOTES: - NEW WALL FILL General Contractor responsible for the Floors to be leveled typical. coordination of all trades. All access panels in fire rated partitions to TOP OF FIRST FLOOR P EL-o'o' General Contractor shall be fully responsible match partition rating. MILLWORK FILL ELEVATION for all means,methods and procurement of All valves and shutoffs to have access construction.The Architect shall be . panels as required for ease of access. This drawing is an instrument of professional —-— CONTRACT LIMIT LINE D-a SPOT ELEVATION contacted only for clarifications of design intent Watedmold resistant board typical at aH service and shall remain the property of Leslie ROOM NAME After close-up,all exterior openings to be damp locations. Gill Architect whether thero ect for which it is ==__= DEMOLITION �� ROOM IDENTIFICATION protected from theft and water during Cementitious board typical at all vertical the p construction. or wet locations. NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contractors)Shall be required t0 _All bathrooms t0 have waterproof membrane prepare (s executed or not. No changes, CONSTRUCTION visit the site,Verity all dimensions and extending up surrounding walls 6"min. additions, or deletions may be made except by OBJECTS HIDDEN WALLTYPE conditions in the field and make note of any All wall es to have acoustical sealant Leslie Gill Architect. This drawing shall not be _ O • FROM VIEW discrepancies,familiarize him or herself with continuous bead top and bottom,and at all the nature and scope of work and potential reproduced by anyone for other projects,for OVERHEAD O DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestopping as per additions to this project, or for completion of this conditions and the drawings,priorto manufacturers specs. U INTERIOR ELEVATION WINDOW NUMBERlTYPE proceeding with the construction work and All enclosed pipes to be insulated and to L D R REFERENCE O notify the Architect and Owner in writing of have one(1)layer(314"min.)ridged project by others without written consent. A,o, any problems. insulation at Side of pipe. APPLIANCE/PLUMBING FIXTURE _ Architectural framing plans to suggest X configuration and placement information Copyright 2011 Leslie Gill Architect SECTION REFERENCE FINISH only. Refer to structural drawings for A000 specifications and details. REVISION NUMBERTAG All dimensions to finish face of construction, unless otherwise noted. All walls to be furred out to accommodate DRAWING X DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing runs. Aoao All file layouts to be reviewed with the SMOKEICARBON DETECTOR Architect on site prior to installation and final ARCHITECTURAL PLAN: s� framing. - DETAIL AREA ALIGN FINISHES Tile joints to align from horizontal face to LOT T 2 HOUSE FIRST FLOOR vertical face typical. All gypsum wallboard to be fire rated. k1 tA4J- All sub-floors to be secured as required to prevent creaking. SCALE AS NOTED DATE 09.15.11 A= 1 01 LESLIE GILL ARCHITECT 1a-e" 20'-10" , 2 2A 24'-8" ,5'_2314• r-3l4' ISSUE FOR CONSTRUCTION T-71/7 5'a5114" 54* I 3'-8 314" 3-3" O O A ) PROJECT OREGON LANDING II RESIDENCE 6213 &6291 OREGON ROAD 03 sO 1 CUTCHOGUE,, NEW YORK 111935 ARCHITECT CV OBEDROOM 202 20 L LESLIE GILL ARCHITECT 201SF 148SF 63 GREENE ST. NEW YORK NY 10012 I� TELEPHONE 212-334-8011 FAX 212-334-8046 0 a INFO@LESLIEGILL.COM MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM DN CIVIL ENGINEER SMOKE!CARBON MONOXIDE DETECTOR,TYP. s JEFFREY T. BUTLER P.E. P.C. �T BEDROOM 0 -- — 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 1 r 1908E JEBUTL@AOL.COM - L3 —� 1 �_� -i--i i I , y 1 i o STRUCTURAL ENGINEER i WALK-IN CLOSET b 204 ROBERT SILMAN ASSOCIATES 1 1T �` 1 L � � sosF 88 UNIVERSITY PLACE NEW YORK NY 10003 LFL11 T L i - - T �'l l 1� J L_ I �� - _i �� TELEPHONE 212-620-7970 FAX 212-620-8257 r iT �_T1 -__1 ; OPPENHEIMER@SILMAN.COM T _� L- - L� - - - L_ �_T� I -Ty ----- �O REVISIONS L -�--�-r --�-- - -I- ' T1� T J -� _ - L L/yI � `ED A'`'C �GJ �gLi E I� 7 ARCHITECTURAL PLAN: LOT 2 HOUSE SECOND FLOOR LE: 114 - 1 -0 SCA '9j1.� 018 eOFNE�,1 GENERAL CONSTRUCTION NOTES: —. PLAN LEGEND - General Contractor responsible for the Floors to be leveled typicahl. NEW WALL FILL coordination of all trades. All access panels in fire rated partitions to TOP OF FIRST FLOOR - General Contractor shall be fully responsible match partition rating, MILLWORK FILL EL=0'-0" ELEVATION for all means,methods and procurement of All valves and shutoffs to have access construction.The Architect shall be panels as required for ease of access. This drawing is an instrument of professions �0.4„ SPOT ELEVATION contacted only for clarifications of design _ Water/mold resistant boarrd typical at all —-— CONTRACT LIMIT LINE intent. service and shall remain the property o Leslie P ROOM NAME dam locations. Gill Architect whether the project for which it is After close-up,all exterior openings to be DEMOLITION 100 ROOM IDENTIFICATION protected from theft and water during Cementitious board typical at all vertical file prepared is executed or not. No changes, construction. or wet locations, additions, or deletions may be made except by NEW OR RENOVATEDO COLUMN LINE REFERENCE - General Contractor(s)shall be required to _ All bathrooms to have waitterproof membrane C visit the site,verify all dimensions and extending up surroundings walls 6•min, Leslie GIII Architect. This drawing shall not e CONSTRUCTION conditions in the Geld and make note of any All wall types to have acoustical sealant reproduced by anyone for other projects, Or OBJECTS HIDDEN W� WALL TYPE discrepancies,familiarize him or herself with continuous bead top and'bottom,and at all additions to this project, or for completion o this FROM VIEW the nature and scope of work and potential DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestoppinlg as per project by others without written consent. OVERHEAD O conditions and the drawings,prior to manufacturers specs. proceeding with the construction work and - All enclosed pipes to be iinsulated and to U INTERIOR ELEVATION W WINDOW NUMBERi YPE have one 1 layer 3/4"renin. ridged ©Copyright 2011 Leslie Gill Architect L R O notify the Architect and Owner in writing of ( ) Y ( ) g D insulation at cold side of Fpipe. REFERENCE any problems. A101 APPLIANCE 1 PLUMBING FIXTURE - Architectural framing plans to suggest DRAWING configuration and placement information " X SECTION REFERENCE [ F FINISH only. Refer to structural drawings for specifications and details. A000ARCHITECTURAL PLAN: - All dimensions to finish face of construction, AR REVISION NUMBER TAG unless otherwise noted. �R� LOT 2 HOUSE SECOND FLOOR - All walls to be furred out to accommodate X DETAIL REFERENCE NOTE KEY IN new electrical,mechanical or plumbing runs. AOoo - All tile layouts to be reviewed with the SCALE SMOKE/CARBON DETECTOR Architect on site prior to installation and final sC framing. - Tile joints to align from horizontal face to AS NOTED DETAIL AREA 4 ALIGN FINISHES vertical face typical. L--I DAT - All gypsum wallboard to be fire rated. - All sub-floors to be secured as required to 09.15.11 prevent creaking, Aml 02 LESLIE GILL ARCHITECT — — — — — — — — — — — ----------------- ---------- ----------•--------- ---- --•—•-------•-------------------------•---------------•---------•—•-------------•—•---- ------- ---- -- ----- i ISSUE FOR CONSTRUCTION i PROJECT • r—— — ——————— ——————————————-- LT i I o0 0 o I OREGON LANDING II RESIDENCE = N I 6213&6291 OREGON ROAD I F o m CUTCHOGUE, NEIN YORK 11935 ow W� = Wm ?n ,ng • ' �j z I x Z o 0 3 ARCHITECT I azoI I 10' FOUNDATION WALL a I N� L-r-m I ; LESLIE GILL ARCHITECT I WITH 4016 OC EACH, I �0 3� WAY, EACH FACE N o W_1 I 63 GREENE ST. NEW YORK NY 10012 (TYPICAL) I o m I TELEPHONE 212-334-8011 FAX 212-334-8046 I 3 m o 4x4 x12_ FOOTING I INFO@LESLIEGILL.COM WITH 5#4 EACH WAY, I BOTTOM. I I (TYPICAL AT 4 LOCATIONS) I I MEP/FP ENGINEER I 5 SLAB ON GRADE. TOP OF SLAB L GROUP ENGINEERINGPLL 231 WEST 29TH STREET RM 706 NEW YORK Nle TELEPHONE 212-233-2700 FAX 212-233-2727 I ——J I IMULLA@PLUSGROUPCE.COM PROVIDE 10- X 5/8' CIVIL ENGINEER X 0'-10. BASE PLATE A JEFFREY T. BUTLER P.E. P.C. i I WITH (4) 3/4" A307 I 206 LINCOLN STREET RIVERHEAD NY 11901 I q� � TI �I 4 LOCATIONS). TELEPHONE 631-208-8850 JEBUTLQAOL.COM • I I I I i STRUCTURAL ENGINEER I ROBERT SILMAN ASSOCIATES I 88 UNIVERSITY PLACE NEW YORK NY 10003 I TELEPHONE 212-620-7970 FAX 212-620-8257 I ( :A OPPENHEIMER a@SILMAN.COM L----------------------------� 4 .� AA REVISIONS L .—.—. _._.---- ------------- ------------ -------- •-------•-----------•---•—•--- — — — —._ ._ ._._ ._._._._._._._._._._._._._._ ------ BOTTOM OF FOOTING= -.10'-24' FOUNDATION PLAN SCALE: AV= 1'-0' NOTES: 1. ALL NEW FOUNDATIONS SHALL BEAR ON 2 TSF UNDISTURBED NOTES: SOIL (TO BE CONFIRMED BY SOILS ENGINEER). 2. ALL FOOTINGS SHALL BE A MINIMUM OF 3'-6' BELOW GRADE 1. SEE ARCHT FOR T.O. FINISH FLOOR ELEVATION FOR FRONT. 2. SEE ARCH'L FOR T.O. JOIST ELEVATION 3. ALL FIRST FLOOR FRAMING MUST BE IN PLACE PRIOR TO BACKFILLING TO BRACE WALLS. 3. TOP OF STEEL SHALL BE V BELOW TOP OF JOISTS UNLESS NOTED AS THUS: <XX'-XX"> 4. SEE ARCHITECTURAL (DRAWINGS FOR TOP OF FOUNDATION WALL AND TOP OF LEDGE ELEVATIONS. 5. SEE S-200 FOR GENERAL NOTES. 6. SEE S-200 FOR TYPICAL DETAILS 0 ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WALL, EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER TOOL CLEAN MINIMUM This drawing is an instrument of professional 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING service and shall remain the WITH MECHANICAL. PLUMBING AND ELECTRICAL SYSTEMS. property of Leslie Gill Architect whether the project for which it is 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF prepared is executed or not. No changes, WINDOWS, TYPICAL U.O.N. additions, or deletions may be made except by 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED Leslie Gill Architect. This drawing shall not be LIGHTING PRIOR TO JOIST INSTALLATION, SEE reproduced by anyone for other projects,for ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. additions to this project,or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLOOR LEVEL project by others without written consent. 0 Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE FOUNDATION PLS F NE {N Y ; iRA op Q,A SCALE Cl zP tiF � ' AS NOTED DATE ��O N�• 069smi 00 a�' ��Ca O SS►oNP� RSA#14055 LESLIE GILL ARCHITECT -------------------------------------------------------------------------------------------------------------- --- � I l ISSUE FOR CONSTRUCTION I I I UCN 0 II -------------------------------------------------------------------- IIIr--------------------------------------------------------------------- II ------------------------------ II —._.— .—._.— ._.—.---------•-------------------------------------------- -------•-----•-----...— I I I ---------—----------———— --- PROJECT i OREGON LANDING II RESIDENCE II I II I I I I I j j I I I 6213&6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 II o -- I I I I I I I I �� ARCHITECT LESLIE GILL ARCHITECT I I I I I ci i I 63 GREENE ST. NEW YORK NY 10012 I I I I I I I I I mi i I TELEPHONE 212-334-8011 FAX 212-334-8046 I I I I I I I I I INFO@LESLIEGILL.COM I I I I I I I I I �ii I I I I I I HSS4Xo.375 PIPE ; ; I MEP/FP ENGINEER I I I I I I I I I COLUMN DOWN AT 1 � I I I I I I I I 14" TJI 4 LOCATIONS. IP t PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY II I I j j e" CONC. WALL w/ 4 ® 1 s" O.C. I I I 1 TELEPHONE 212-233-2700 FAX 212-233-2727 I I I I IMULLA@PLUSGROUP.CE.COM EA. WAY, CENTER. FORM POOL i I I I I AGAINST CONC. WALL (WATERPROOFING I I I I I o I I BY OTHERS). I I I I o CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. I I ( I ( I I 206 LINCOLN STREET RIVERHEAD NY 11901 I I I III Z TELEPHONE 631-208.8850 II 1L-------------------- -- --------------------------------------------� I I I � I JEBUTL@AOL.COM IIL--------------------- -- ---------------------------------------------J I N I I 2'-00x1'-O" ❑ ❑ I I N I CONTINUOUS I x I STRUCTURAL ENGINEER I SPREAD FOOTING I I o W/ 25. I 3 ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 I I I I I TELEPHONE 212-620-7970 FAX 212-620-8257 I I I I OPPENHEIMER@SILMAN.COM I I I I t II ____________ _ _______________________ — �— --p— ----------------J L------------------------- ----I REVISIONS L—L------------------------------------------------------------------------------------- 8" CONC. WALL W/ #40 16" O.C. EA. WAY. CENTER CONTINUOUS AT TYPICAL 0 PERIMETER SLAB EDGE OF DECK FIRST FLOOR FRAMING ON CELLAR PLAN SCALE: Y"= 1'-0" DL = 20 PSF (WOOD FLOOR), 40 PSF (STONE FLOOR) LL = 40 PSF LEGEND: NOTES: —--— INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION OTHERWISE. PROVIDE (3) 2 X 10 AT EXTERIOR WALL HEADERS, UNLESS NOTED OTHERWISE. 2. SEE ARCH'L FOR T.O. JOIST ELEVATION `----7 INDICATES 14" TJI/PRO 360 0 16" OC 3. TOP OF STEEL SHALL BE ,1j" BELOW TOP OF JOISTS D INDICATES 6X6 POST UP UNLESS NOTED AS THIUS: <XX'-)W> 4. SEE ARCHITECTURAL DRAWINGS FOR TOP OF FOUNDATION WALL AND TOP OF LEDGE ELEVATIONS. 5. SEE 5-200 FOR GENERAL NOTES. 6. SEE S-200 FOR TYPICAL DETAILS 0 ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WALL, EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER TOOL CLEAN MINIMUM This drawing is an instrument of professional 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING service and shall remain the property of Leslie WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. Gill Architect whether the project for which itis 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF prepared is executed or not No changes, WINDOWS, TYPICAL U.O.N. additions, or deletions may be made except by 10. COORDINATE JOIST'S LOCATIONS WITH ALL RECESSED Leslie Gill Architect. This drawing shall not be LIGHTING PRIOR TO JOIST INSTALLATION, SEE reproduced by anyone for other projects,for ARCHITECTURAL DRAWIINGS FOR LIGHTING INFORMATION. additions to this project,or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLOOR LEVEL project by others without written consent. 0 Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE CELLAR �EOF Ne '1- tl A0 o SCALE z * AS NOTED DATE 0 smi 0 1 ssi RSA#14055 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT 11 `J OREGON LANDING II RESIDENCE 1 6213&6291 OREGON ROAD I � I __ CUTCHOGUE, NEW YORK 111935 rn II 11 II 11 ARCHITECT Z LESLIE GILL ARCHITECT m i ; 63 GREENE ST. NEW YORK NY 10012 I TELEPHONE 212-334-8011 FAX 212334-M 11 N i i 3 INFO@LESLIEGILL.COM I Itr W I IW MEP/FP ENGINEER L- -- 14" TJI -- ---�I_ PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY If TELEPHONE 212-233-2700 FAX 212-233-2727 If 11 --- IMULLA@PLUSGROUPCE.COM LJ ' CIVIL ENGINEER 1 JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 I z I I I JEBUTL@AOL.COM O l IV m 1 I I 0010 STRUCTURAL ENGINEER gcla N 1� 13x3xY" TUBE W I ROBERT SILMAN ASSOCIATES I 4 1 (2) 2x10 01 88 UNIVERSITY PLACE NEW YORK NY 10003 COL (STL), 1 TYPICAL I I j FlXED AT a i i ; TELEPHONE 212-620-7970 FAX 212-620-8257 j BASE OPPENHEIMER@SILMAN.COM �—.-•— -- -- � — -- -- -- -- -- •_-- •—�_- — LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION - - - --- — '---'— XXXXXXX— PROJECT %1% 7 • I OREGON LANDING II RESIDENCE 6213&6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT LESLIE GILL ARCHITECT /01 63 GREENE ST. NEW YORK NY 10012 j \` TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM �. MEP/FP ENGINEER 200 ® 16�o/c � 31 WEST LUS GROUP 29THSTREETENGINEERING06 EWYORK NCY TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM \ /' , CIVIL ENGINEER ' JEFFREY T. BUTLER P.E. P.C. \ / 206 LINCOLN STREET RIVERHEAD NY 11901 I TELEPHONE 631-208-885.0 JEBUTL@AOL.COM I STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES I I 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 I OPPENHEIMER@SILMAN.COM I ` L-—•—-—-— •—-—----–, — _ REVISIONS j I j I j . I j I j I j L.-.-.-.-.-----------.- -------- - - - - -.......------J ATTIC FRAMING ON SECOND FLOOR PLAN SCALE: Y"= 1'-O" DL = 15 PSF LL = 20 PSF (UNOCCUPIED) LEGEND: .NQJE.S: —--— INDICATES (2) 1 3/4" X 9 1/2- LVL, UNLESS NOTED 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION OTHERWISE PROVIDE 0) 2 X 10 AT EXTERIOR WALL HEADERS, UNLESS N01EED OTHERWISE. 2. SEE ARCH'L FOR T.O. JOUST ELEVATION �—--—� INDICATES 2X10016' oC ATTIC JOISTS (LEVEL) 3. TOP OF STEEL SHALL BE )C BELOW TOP OF JOISTS ® INDICATES 2X6016' OC WOOD BEARING/SHEAR WALL UNLESS NOTED AS THUS:: <XX'-XX'> WITH ONE LAYER 1/2" PLYWOOD. 4. SEE ARCHITECTURAL DRAWINGS FOR TOP OF FOUNDATION ■ INDICATES 6X6 POST UP AND DOWN (OR WALL AND TOP OF LEDGEE ELEVATIONS. (3) 2X6 BUILT UP POST). 5. SEE S-200 FOR GENERAIL NOTES. 6. SEE S-200 FOR TYPICAL_ DETAILS ® ENGINEERED LUMBER INCLUDING ALL04WABLE CUTS FOR MEP. 7. SHOP PAINT ALL STEEL IIIN THE EXTERIOR WALL, EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPCti-SP3.POWER TOOL CLEAN MINIMUM 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING This drawing is an instrument of professional WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. service and shall remain the property of Leslie 9. MAINTAIN OPEN JOIST BA1Y ON CENTERLINES OF Gill Architect whether the project for which it is WINDOWS, TYPICAL U.O.N:. prepared is executed or not. No changes, 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED additions,or deletions may be made except by Leslie Gill Architect. This drawing Shall not be LIGHTING PRIOR TO JOISIT INSTALLATION, SEE 9 ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. reproduced by anyone for other projects,for additions to this project, or for completion of this 11. ALL POSTS TO BE BRACEED AT EACH FLOOR LEVEL. project by others without written consent 0 Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE SECOND FLOOR OF NEY op oSCALE =P � * AS NOTED r DATE � w z y��4 H0. 069 ��� 0+°ESSIQ�Py RSA#14055 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION — — PROJECT I OREGON LANDING II RESIDENCE 6213&6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 I . I i i I ARCHITECT LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 j I INFO@LESLIEGILL.COM I ' I _ –– — MEP/FP ENGINEER j I PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STRET RM 706 NEW TELEPHONE 212-233-E2700 FAX 212 233 0 27 N` IMULLA@PLUSGROUPCE.COM j — i I CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. - - — — — — — — — — — '— — — — — — — — — — — i , I 206 LINCOLN ST EEE RIVERHEAD NY 11901 ONE 50 j I I JEBUTL@AOL.COM i ii I I j I STRUCTURAL ENGINEER j I I ROBERT SILMAN ASSOCIATES I � j 88 UNIVERSITY PLACE NEW YORK NY 10003 v TELEPHONE 212-620-7970 FAX 212-620-8257 i I OPPENHEIMER@SILMAN.COM –– i REVISIONS L .-. - . - . - .-.-.-.-..-- - ' I i L . - .-. -.- . - .-. -.-.- . - .-.-. -.- .- . -.-. - . -.-.-.- .- .-.- . - .J ROOF FRAMING ON SECOND FLOOR PLAN SCALE: Y4"= 1'-0" DL = 20 PSF LL = 45 PSF (GROUND SNOW LOAD) LEGEND: NOTES: ———— INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. SEE ARCH'L FOR T.(0. FINISH FLOOR ELEVATION OTHERWISE. -------- INDICATES HEADER AT ATTIC LEVEL — SEE S-103 FOR SIZE. 2. SEE ARCH'L FOR T.(0. JOIST ELEVATION 0- -- -7 INDICATES 2X10016" OC ROOF JOISTS (SLOPED) 3. TOP OF STEEL SHALL BE Y2" BELOW TOP OF JOISTS UNLESS NOTED AS 'THUS: <XX'-XX"> INDICATES 2X10016" OC ROOF JOISTS (LEVEL) 4. SEE ARCHITECTURAL- DRAWINGS FOR TOP OF FOUNDATION ® WALL AND TOP OF LEDGE ELEVATIONS. INDICATES 2X6®16" OC WOOD BEARING/SHEAR WALL WITH ONE LAYER 1/2' PLYWOOD. 5. SEE S-200 FOR GENERAL NOTES. 6. SEE S-200 FOR TYPICAL DETAILS ® ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WALL, EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER TOOL CLEAN MINIMUM 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING This drawing is an instrument of professional WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. service and shall remain the property of Leslie Gill Architect whether the project for which it is 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF prepared is executed or not. No changes, WINDOWS, TYPICAL U.O.N. additions, or deletions may be made except by 10. COORDINATE JOISTS; LOCATIONS WITH ALL RECESSED Leslie Gill Architect. This drawing shall not be LIGHTING PRIOR T01 JOIST INSTALLATION, SEE reproduced by anyone for other projects,for ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. additions to this project, or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLOOR LEVEL. project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 MOUSE ROOF OFN �, RAO y SCALE * z * AS NOTED w DATE S 104 O�EsstoNP RSA#14055 i LESLIE GILL ARCHITECT OREGON LANDING 11 RESIDENCE ISSUE FOR CONSTRUCTION LOT 2: ISSUE TO THE TOWN OF SOUTHOLD BUILDING DEPARTMENT PROJECT OREGON LANDING II RESIDENCE 6213&6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 DWG# DRAWING TITLE ' ISSUE DATE REVISIONS DWG# DRAWING TITLE ISSUE DATE REVISIONS 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 ARCHITECT ARCHITECTURAL ENGINEERING PROVED AS NOTED LESLIE GILL ARCHITECT A-000 DRAWING LIST:LOT 2 0613012011 DATE /� B.P. 63 GREENEST. NEW YORK NY 10012 Ry A-001 GENERAL NOTES &SITE PLAN : LOT 2 0613012011 S-100 STRUCTURAL PLAN: LOT 2 HOUSE FOUNDATION PLAN 06/30/2011 TELEPHONE 212-334-8011 FAX 212-334-8046 A-004 SCHEDULES: LOT 2 DOOR AND WINDOW 0613012011 5-101 STRUCTURAL PLAN: LOT 2 HOUSE CELLAR 06/30/2011 NOTIF BUILDING DEPARTMENT A (4W — FO@LESLIEGILL.COM S-102 STRUCTURAL PLAN: LOT 2 HOUSE 1ST FLOOR 06130/2011 765-18(12 8 AM TO a PM FOR THE FOLLOWING INSPECTIONS: A-100 ARCHITECTURAL PLAN: LOT 2 HOUSE CELLAR 06!3012011 S-103 STRUCTURAL PLAN: LOT 2 HOUSE 2ND FLOOR 06/30/2011 1, FO NDATION-TWO REQUIRED MEP/FP ENGINEER FOF POURED CONCRETE A-101 ARCHITECTURAL PLAN: LOT 2 HOUSE FIRST FLOOR 06!30!2011 S-104 STRUCTURAL PLAN: LOT 2 HOUSE ROOF 06/3012011 2. ROU H-FRAMING,PLUMBING, PLUS GROUP ENGINEERING PLLC STR PPING,ELECTRICAL&CAULKIN 31 WEST 29TH STREET RM 706 NEW YORK NY 10001 A-102 ARCHITECTURAL PLAN: LOT 2 HOUSE SECOND FLOOR 06130/2011 S-200 GENERAL NOTES AND TYPICAL DETAILS: LOT 2 HOUSE 06/30/2011 3. INSL LATION 06!30/2011 S-201 TYPICAL DETAILS II: LOT 2 HOUSE 06130/2011 4. FIN41.-CONSTRUCTION&ELECTRICAIELEPHONE 212-233-2700 FAX 212-233-2727 A-103 ARCHITECTURAL PLAN: LOT 2 HOUSE ATTIC IWu T BE COMPLETE FOR C.O. IMULLA@PLUSGROUPCE.COM S-202 TYPICAL DETAILS III:LOT 2 HOUSE 06/30/2011 ALL CO STRUCTION SHALL MEET THE A-104 ARCHITECTURAL PLAN: LOT 2 HOUSE ROOF 06/30/2011 R£OUI EMENTS OF THE CODES OF NEW CIVIL ENGINEER S-203 TYPICAL DETAILS IV:LOT 2 HOUSE 0613012011 YORK TATE. NOT RESPONSIBLE FOR DE OR CONSTRUCTION ERRORS. JEFFREY T. BUTLER P.E. P.C. A-200 EXTERIOR ELEVATIONS:LOT 2 HOUSE 06/30/2011 S-204 TYPICAL DETAILS V: LOT 2 HOUSE 06/30/2011 206 LINCOLN STREET RIVERHEAD NY 11901 A-201 EXTERIOR ELEVATIONS:LOT 2 HOUSE 06/30/2011 S-300 SECTIONS: LOT 2 HOUSE 06/30/2011 RETAIN STORM WATER RUNOFF TELEPHONE 631-208-8850 06/30/2011 PURSUANT TO CHAPTER 236 JEBUTL@AOL.COM A-202 INTERIOR BUILDING SECTIONS: LOT 2 HOUSE OFT E TOWN CODE. P-001 PLUMBING: LOT 2 PLUMBING LEGEND,NOTES,AND PLOT PLAN 06130/2011 P-201 PLUMBING: LOT 2 PLUMBING RISER DIAGRAM 06/30/2011 DO NOTPROCEED VItITH; STRUCTURAL ENGINEER FING UNTIL SURVEY OF I? ,UNDATION LOCATION ROBERT SILMAN ASSOCIATES M. S BEEN APPROVED. gg UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM =PLUMBING ALL PLUMBING'WASTE- REVISIONS &WATER LINES NEED STING BEF99E COVERING PLUMBER'CERTIFICAT/ON OCCUPANCY OR ON LEAD-CONTENT BEFORE USE IS UNLAWFUL TIFICA TE OF OCCUPANCY SOLDER USED IN WATER ' WITHOUT CERTIFIG u. SUPPZ.YMSTEMCANNOT OF OCCUPANCY EXCEED-,, Ije.OF I LEAD. F "IMMEDIATELY"' ENCLOSE POOL TOCDE UPON COMPLETION 'BEFORE"WATER" 1 FiED A rte* _.. . ; ES OF LIE < , X v14 YORK STATE & TOWN CODES 4tj� 'V4 AS REQUIRE U AND CONDITIONS OF SOUTHOLD TOWN ZBA -- 'y SOUTHOLD TOWN PLANNING BOARD 9TH O' q y4� SOUTWOLD TOWN TRUSTEES F NE N.Y.S.DEC �.. This drawing is an instrument of profess) service and shall remain the property of Leslie Gill Architect whether the project for which it is prepared is executed or not. No changes, additions,or deletions may be made except by Leslie Gill Architect. This drawing shall not be reproduced by anyone for other projects,for additions to this project,or for completion of this project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING ELECTRICAL DRAWING LIST: INSPECTION REQUIRED LOT 2 SCALE _. AS NOTED >- DATE 06.30.1 1 AmOOO i ' ` f LESLIE GILL ARCHITECT _/'R _ ERTY1LINE r 7 / — . . — . _ ,PRO / / ISSUE FOR CONSTRUCTION PROJECT \ OREGON LANDING II RESIDENCE 1 I TORAGE 6213&6291 OREGON ROAD C T / U CHOGUE, NEW YORK 11935 15'I�DwD ARCHITECT \1 N I LESLIE GILL ARCHITECT 12'HDWD � / }/ 63 GREENE ST. NEW YORK NY 10012 / I \ TELEPHONE 212-3348011 FAX 212-3348046 INFO@LESLIEGILL.COM MEP/FP ENGINEER i \ 12"HDWD / / / / / / / / PLUS GROUP ENGINEERING P LLC 4 / POOL / l/ / ` / 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727_ , _ _ . - - - - - - - - - - - - — � � -�- 4 o- � / // \ O / � ' ALLOWABLE BULD NG IMULLA@PLUSGROUPCE.COM — — — 0 15"HDM / \ / O I .` / I AREA / CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. l 206 LINCOLN STREET RIVE RHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL AOL.COM STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES I /� — _— — _ — — — — — _ _�— — _ _ \ 88 UNIVERSITY PLACE NEW YORK NY 10003 — / - TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS 100 SETBACK FROM CLEARING LIMITS \ BLUFF \ / PROPERTY L E LOT 2 LOT 1 .. 1 01 SITE PLAN: LOT 2 SCALE: 1116"= 1'-0" A.COVENANTS AND RESTRICTIONS C.GENERAL OPERATIONS REQUIIREMENTS D. SAFETY PROCEDURES F. APPLICATION FOR CERTIFICATE OF OCCUPANCY H. ITEMS OF CONTROLLED INSPECTION That there shall be a 50'buffer"set back from the top of bluff."Said - That the Town of Southold building deparmtne shall not issue - General Contractor shall be responsible for the coordination of all -Ensure during construction that at least two 30 pound ABC-type fire -Items required for submission to the Town of Southold Department -Contractor shall provide proposals from two locally licensed buffer to be undisturbed with the expectation of the removal of dead building permits for any lot depicted on the final map until the trades. extinguishers are prominently located in the building,near points of of Buildings for C of 0 to include but not limited to: independent certified testorshnspecto s. or noxious vegettion,and within the RY buffer dead tress and cherry closing of the development rights sale is competed in accordance - General Contractor shall be full res consible for all means,methods egress and in such other locations as the Insurer shall direct). with the roved ma and roof of such dosin is submitted fd the Y P ( 1. Final survey of property with accurate location of all -Inspections to include but not limited to: trees smaller than 5"can be removed by hand,re-vegetate PP P P g and procurement of construction.The i Architect shall be contacted buildings,property lines,streets,and unusual natural or 1. Preliminary Town of Southold Planning De orient•and y design E.CARBON MONOXIDE DETECTORS topographic features. understory with low bush blueberry,ink berry,and bayberry. � � � only for clarifications of d n intent. Existing trees may be manually pruned and trimmed as necessary. - That the subdivision open space is equal to 87,439 square feet or - General Contractor(sl Miall tie mquireed to visit the site,verlfy all 2. Footing and Foundation Grading within the 50'buffer is prohibited. 2.02 acres and is included in and part of parol 5;and dimensions and conditions in the field i and make note of an -CO/Smoke Detectors shall be installed and interconnected as 2. Final roust from the Health Department of water supply APP Pa P 3. Lowest Floor Elevation(attach FEMA form) - That no clearingof said 50'buffer,with the n of the That this subdivision is subject to the article XXII,farmland bill of Y required b all codes haul jurisdiction. and sewerage-disposal q Y "g J g Pel(S-9 forrn). 4. Frame Inspection expectation J discrepancies,familiarize him or herseelf with the nature and scope - Units shall be either ionization chamber orho#oelectric removal of dead or nocious vegetaion,shall take place without the rights(Added 5-27-97 by L.L.No, 11-1997)Section 100-220,Right of work and potential difficulties or disaaepances between e�isting P � 3. Approval of electrical installation from Board of Fre 5. Energy Code Compliance Inspections approval of th town tannin board;and to farm,of the Town of Southold Town Code. g poroceed• g -Units to be hardwired.All hard-wired CO/Smoke Detectors within Underwriters. pp planning conditions and the drawings,prior to res with the 6. Fire-Resistance Rated Construction the same dwelling unit shall be interconnected so that the activation 4. Sworn statement from lumber certifyingthat the solder - That their successor and/or assigns must submit an erosion control construction work and notify the Archititect and Owner in writing of P 7. Final Inspection and re-vegetaion plan to the town planning deartment when seeking B.CODE COMPLIANCE,INSPECTIONS AND INSURANCE any problems, of one alarm or detector will activate all alarms or detectors in the used in the system contains less than 2110 of 1 X lead. the afrementioned approval;and - All work to be performed in accordance with the Residential Code of a individual unit.The alarm d detector shall hh dearly audible in all 5. Submit PlanningBoard Approval of completed site an ��RE� A'�C - Provide all temporary and permanent.stmaing as bedrooms over background noise levels wish all intervening doors APP � � �5 SUE - That newt planted areas as noted on the tat shall survive for a the State of New York,the Building Code for the Town of Southhold closed. g requirements. y p P -No combustible,or explosive fluid,matiterial,chemical,or substance, period of two(2)years following the release of frond;and all other applicable laws,rules and regulations except as shall be necessary and approppriate for the permitted uses - All work to conform to the rules and regulations of the New York -Units to be approved by Board of Standards and Appeals accepted - That no storm water resulting from teh development and of such unit. to rules and regulations promulgated the Commissioner or be G.GENERAL MECHANICAL,ELECTRICAL,AND * ,� improvement of the subdividion or any of its lots shall be discharged Energy Conservation Construction Code. All glazed area ul to - Construction work will be confined tc)the areas designated on the P g PLUMBING NOTES 9 listed b an acceptable bestir labors such as:Underwriters N down the face of the bluff in any manner,and double glazed and all exterior solid core doors b have insulated Y 9 tel' � -That no new structure or sanity facili shall be constructed or core' drawings and will not create dust,dirrt or other inconveniences to Lab,Northbrook,ILL,MEA Lab No.1-69-L and UL 2034 Standard - General Contractor to be responsible for the coordination of all sanitary facility - The insulation protection as indicated on these plans exceeds the neighboring properties. for single and multiple station carbon monoxide detectors,Octo�r trades, F O � otherwise located within 100 feet landward from the top of bluff;and P -The Contractor shall remove all debris i on a regular basis and 29, 1996 through June,2002.Canadian Standards Association - Compliance to New York State Code or an other code with F NE Code's minimum standards. y - That on areas of the bluff that have exposed soil,beach grass maintain the premises broom clean at mll times. Ontario,CA,MEA Lab No.25-WL.Underwriters'Lab of Canada, jurisdiction shall be required for all plumbing work.Work shall be Ammophilia Brevili shall be planted prior to the release of -An approved set of drawings bearing the stamp of the Town of Ontario,CA,MEA Lab Na.81-80-L. ( gulata) Southold Dept.of Buildings shall be available on the construction -Upon completion of project,premises shall be left broom-dean, preformed by a licensed plumber. the performance guarantee and that said beach grass shall survive swept free of dirt and dust,all glass to)be dean,all fixtures and -Primary power shall be received from a dedicated branch circuit or - Plumbing installation to comply with State and Local codes and the fora period of five 5 years,and site at all times. g P Y p ( )yea appliances made fully operational,all i systems,(electrical,plumbing, the unswitched portion of a branch circuit also used for power and sewage disposal system to meet Health Department standards. - That prior to the final approval of this major duster subdivision - See specifications for Contractor's Insurance requirements. HVAC etc. to be made full o bornal and balanced.All lighting,and shall be equipped with a battery bads smoke alarms P PP � � ) Y P� e9 PP ry p. - All electrical work to be in accordance the rules and regulations of declarants shall provide a signed written statement addressed to the - Contractor to retain all required certificates of insurance,general warranties and manuals of systems meviewed and given to the shall emit a signal when batteries are low,wiring shall be permanent liability and workman's compensation insurance to corn with the N.Y.B.F.U.and a N.Y.B.F.U.certificate is to be presented to the This drawing is an instrumento#professional planning board that states"the creation of this subdividion in no way �+ P PIY Owner. and without a disconnecting switch other than as required for commits either the town of southold or the countyof Suffolk to an amounts required by the Owner and all governing bodies. Owner r the completion a the job. Y - All work shall meet or exceed materialrl and performance standards over-current protection. service and shall remain the property of Leslie - All bathrooms without operable window(s)to be mechanically Gill Architect whether the project for which it is program to protect this property from bluff and shoreline erosion - All insurance costs,of and associated with permits,inspections and as promulgated by NFPA,ASTM,ANSI or Federal Specification or -Units shall be installed in areas designated on plans.They shall be ventilated. p j throught the constrcution of engineering or other works;and sign-offs shall be at the Contractors cost. other pertinent trade and testing organizations,as applicable. located on the ceiling or wall inside of each room used for sleeping prepared is executed or not. No changes, - That prior to any construction activity,declarants shall secure a - Provide 0.025"aluminum termite shield over fibrous insulation at all - All installations shall be in full and&dct accordance with the purposes within 15 feet from the door to such room and in each -Clothes washer,ice machine,and dishwasher installations pan wit should general permit for storm water runoff from construction activity perimeter sills. Manufacturer's instructions and recomnmendations. room used for sleeping purposes.They shall be located in each include a watertight pan with a water sensor in the pan with an additions, or deletions may be made except by (GP-02-01)admisnistered byt he new york state department of - All wood in contact with concrete or masonry to be Wolmani�d or story within a dwelling unit. alarm. The system should be hardwired for the automatic shut off Leslie Gill Architect. This drawing shall not be evionmental protection(DEC)under the phase II state pollutant pressure creosoted, - Contractor to coordinate installation sand delivery of all appliances of the machine. and equipment.Owner to retain warranty. Contractor to coordinate -Ceiling mount-closest edge of unit shall be a minimum of 40 from - Shut off valve locations and access panel locations to be reproduced by anyone for other projects,for discharge elimination system(SPDES)program;and All structural,HVAC,electrical and plumbing work shall be performed and verify all services,roughing,tolerrances of equipment with any walls. additions t0 this project, or for completion O#this - That no stairways,stairs,or other structures shall be installed which or directly supervised by contractor licensed to work in the manufacturer's specifications. -Wall mount-closest edge shall be a minimum of 4"and a maximum coordinated with the Architect prior to installation. allow access to the beach from parcel I;and governing jurisdiction. - All Contractors and Subcontrac6ors cord others working on the of 12"from the ceiling. - Install individual shut-off valves for each fixture installed. project by others without written consent, - That no structures shall be proposed or permitted within 100 feet - All materials forms,assemblies and methods of construction and - Install check valves at single control fittings and mbdng valves. project shall submit waivers of liens signed at the completion of -Smoke alarms shall be provided with the capability to support visible ©Copyright 2011 Leslie Gill Architect from teh top of the bluff line withou a grading plan approved by the service equipment shall comply with the requirement of the work. alarm notification appliances in accordance with ICC/ANSI Al 17.1. - Install exposed trim pieces in finishes to match the flings in the office of the town engineer and the planning board and all applicable Building Code or goveming bodies. -All Contractors and Subcontractors arwd others working on the - A certificate of satisfactory installation shah be filed with the division room. (Including toilet flush valves and handles,shut-off valves, appropriate permits;and - All safety regulations,protection and safe removal practices project shall submit equipment and prroduct manuals,warrantees of code enforcement 10 days after the installation is complete. pipes,drains,traps,extenders,and escutcheons,one piece,where - That the clearing of existing woodshregetabon in the northern area stipulated by the applicable Building Code or governing bodies. and care guidelines to the owner at fhne completion of their work . -Smoke alarms shall be provided with the capability to support visible pipes emerge into finish space or wall.) DRAWING ty PPS of parcel 5 is prohibited;and - Do not scale drawings. Figure dimensions shall govern work - All window sizes to be verified in field t by contractor. alarm notification appliances in accordance with ICC/ANSI.0117.1. - Arrange and provide for all required inspections,certificates and - That the final map shall be rendered null an dvoid and the approval -These drawings and specifications are instruments of service and - A certificate of satisfactory installation shall be filed with the division sign-offs,with copies of certificates to the Architect. GENERAL NOTES & SITE PLAN: the subdivision invalid in the event that the dosing of the shall remain the property of the Architect whether the project for of code enforcement 10 days after the installation is complete. - All fixtures shall be cleaned and made fully operational. LOT 2 development rights scale is not completed and proff of such dosing which they have been made is executed or not. - Plumbing in exterior walls to be insulated as per Buildig Dept.rules and regulations or as noted which ever is more stringent. - All propane piping work shall meet the requirements of the State of SCALE New York Residential Building Code. - The new gas shut-offs shall be accessible. AS NOTED - No gas piping shall be located in the floor. DATE 06.30.11 AmO01 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK M TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL@AOL.COM STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS OPENING HEIGHT ;OPENING TAG # ROOM # LOCATION PRODUCT TYPE # OF UNITS (PANES i(H)VIF WIDTH (W) REMARKS/CONTACT 1throughout Kolbe&Kolbe pushout casement ;5 1 3'6" 3'-0" Refer to Kolbe&Kolbe Test Report TCT003813P-0121 2 101 Kitchen/Living/Dining :Kolbe&Kolbe fixed transom 7 1'-10 3/4" 3'0 3/4" Refer to Kolbe&Kolbe Test Report 180-7919 �, ---------- - - ---- ---------- ----------- --------------- ------ ---------- ----------- - ---_--__ -----_--_ - ..- ----._- _---_-_-- .--------. --- - -------- -.-.------- --------.- .-.------ --------- ----------- ___-___-___--- `V, '✓��J�. rr``. - ------ --- ---- --------- ----- 3 throughout Kolbe&Kolbe pushout casement :12 4 4'-6" 3'-0' Refer to Kolbe&Kolbe Test Report TCT003813P-0121 �' �?� � 01B WqAq INDOW SCHEDULE ,OF N m -� WINDOW GENERAL NOTES: •V.I.F. F.O.AND R.O. OF ALL WINDOWS IN THIS SCHEDULE FOR FINAL DIMENSIONS. • PROVIDE WEATHERSTRIPPING AND INSULATION AT ALL DOOR AND WINDOW UNITS * ALL WINDOW DIMENSIONS TO BE VERIFIED IN FIELD BY WINDOW FABRICATOR. This drawing Is an Instrument of professional * ANY MODIFICATIONS TO EXISTING OPENINGS/WINDOWS MUST BE APPROVED BY ARCHITECT AND OWNER PRIOR TO FABRICATION. service and shall remain the property of Leslie Gill Architect whether the project for which it is RATING DOOR TYPE OPENING HEIGHT OPENING prepared is executed or not. No changes, TAG # ROOM # LOCATION PRODUCT TYPE # OF UNITS LABEL SHEET A5.00 (H)VIF WIDTH (W) REMARKS/CONTACT additions, or deletions may be made except by 1 103 !Entry Solid inswing entry door 1 77' 11° 3'o" Leslie Gill Architect. This drawing shall not be - .. - - ------ - - ... - - - - - - - - - - - - - reproduced by anyone for other projects,for 77'-11° 3'-0 3/4" Refer to Kolbe & Kolbe Test Report 180-7745 additions to this project, or for completion of this 2 101 Kitchen/Dining/Living ;Kolbe&Kolbe glazed outswing door 7 j p 1 p - - - - - - - -- -- project yothers without written consent. 3 001 1 ',Cellar (Solid inswing entry door 1 77'-0" 3'0 - - - - -- - - - --------------- - ---- ----- --- ----- ------------------------------------ ...... - - - - - ------- - -------- -- -------- 0C pYri9 t 2011 Leslie GIII Architect77'-113-0" 4 105 Dry Use Storage Solid outswing door NA 01 DOOR SCHEDULE - SCHEDULES: LOT 2 DOOR GENERAL NOTES: DOOR & WINDOW • CONTRACTOR TO SUBMIT SAMPLES OF ALL HARDWARE TO ARCHITECT FOR APPROVAL. •ALL EXISTING HARDWARE INDICATED FOR REUSE TO BE STRIPPED, CLEANED AND REPAIRED AS NECESSARY. •ALL DOOR PULLS AND KNOBS TO BE MOUNTED 2'-8 3/4"A.F.F.V.I.F. MATCHING HEIGHT AT EXISTING DOORS UNLESS OTHERWISE NOTED. •ALIGN KICK AT DOOR WITH ADJOINING BASEBOARD. SCALE • REFER TO CONSTRUCTION DETAILS FOR ALL FINISHED DOOR DIMENSIONS AND ALL JAMB/HEAD ASSEMBLIES/FRAME DETAILS. •V.I.F. F.O.AND R.O. OF ALL DOORS IN THIS SCHEDULE FOR FINAL DIMENSIONS. AS NOTED *L-LEFT HAND DOOR DATE *LR-LEFT HAND REVERSE BEVEL DOOR *R-RIGHT HAND DOOR *RR-RIGHT HAND REVERSE BEVEL DOOR OG.3O. LESLIE GILL ARCHITECT z ISSUE FOR CONSTRUCTION s-r 1r-3• PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD SMOKE I CARBON MONOXIDE DETECTOR,TYP. UP O s0 CUTCHOGUE, NEW YORK 11935 UP ---- 13 ARCHITECT LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-3348046 INFO@LESLIEGILL.COM UNFINSHEO CELLAR 001 Ib 49aSF w MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM Cn CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL@AOL.COM STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 UTILITY TELEPHONE 212-620-7970 FAX 212-620-8257 ® OPPENHEIMER@SILMAN.COM 101SF REVISIONS r ARCHITECTURAL PLAN: LOT 2 HOUSE CELLAR SCALE: 1/4"= V-0" C? SL E G'<< PLAN LEGEND GENERAL CONSTRUCTION NOTES: - General Contractor responsible for the - Floors to be leveled typical. g N� NEW WALL FILL coordination of all trades. - All access panels in fire rated I partitions to r 8 N y0 TOP OF FIRST FLOOR - General Contractor shall be fully responsible match partition rating. OF � MILLWORK FILL EL- ELEVATION for all means,methods and procurement of - All valves and shutoffs to haves access construction.The Architectshall be panels as required for ease off access. —-— CONTRACT LIMIT LINE D-a SPOT ELEVATION contacted only for cladfications of design Intent - Water/mold resistant board tyfpical stall ROOM NAME - After dose-up,all exterior openings to be damp locations. ______ DEMOLITION 100 ROOM IDENTIFICATION protected from theft and water during - Cementitious board typical at all verlical file construction. or wet locations. NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contrador(s)shall be required to - All bathrooms to have waterpiroof membrane CONSTRUCTION visit the site,verify an dimension and extending up surrounding weals s"min. his drawing is an instrument p skona coNsrRuc conditions in,the field and make note of any service and shall remain the property of Leslie - All wall types to have acoustical sealant ______ OBJECTS HIDDEN O WALL TYPE discrepancies,familiarize him or herself with Gil I Architect whether the project for which itis FROM VIEW the nature and scope of work and potential continuous bead top and bottwm,and at an OVERHEAD D DOOR NUMBER difficulties or discrepancies between e>4stirrg penetrations.Firestopping as per prepared is executed or not. No changes, conditions and the drawings,prior to manufacturers specs. additions,or deletions may be made except by U INTERIOR ELEVATION WINDOW NUMBERIIYPE proceeding with the construction work and - All enclosed pipes to be insulated and to Leslie Gill Architect. This drawing shall not be L R O notify the Architect and owner in writing of have one(1)layer(3l4"min.)ridged reproduced by anyone for other projects,for REFERENCE p insulation at cold side of pipe.. A1o1 any problems. additions to this project, or for completion of this A] APPLIANCE 1 PLUMBING FIXTURE _ Architectural framing plans to suggest configuration and placement information project by others without written consent. X SECTION REFERENCE F FINISH only. Refer to structural drawings for A000 F specifications and details REVISION NUMBERTAG - All dimensions to finish face of construction,REVISION Copyright 2011 Leslie Gill Architect Aunless otherwise noted. - All walls to be furred out to a000mmodaW X DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing runs A000 - DRAWING All file layouts to be reviewed with the SC SMOKEICARBON DETECTOR Architect on site prior to installation and final ARCHITECTURAL PLAN: framing. - Tile joints to align from horizontal face to OT 2 HOUSE CELLAR DETAIL AREA ALIGN FINISHES vertical face typical. - All gypsum wallboard to be fire rated. - All sub floors to be secured as required to SCALE - . prevent creaking. AS NOTED DATE 06.30.11 Aml 00 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION ENTRY GATE 45'-0` 13'40" � 24'-6" UP PROJECT 2 2 (DG) (DO 3 OREGON LANDING II RESIDE A NCE 6213& 6291 OREGON ROAD 2 4 CUTCHOGUE, NEW YORK 11935 2 ON UP ARCHITECT 2 LESLIE GILL ARCHITECT 2 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM 0 2 2 KITCHEN I LIVING 1 DINING POOL MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 2 TELEPHONE 212-233-2700 FAX 212-233-2727 2 IMULLA@PLUSGROUPCE.COM F0--01 CIVIL ENGINEER SMOKE,CARBON MONOXIDE DETECTOR,TYP. JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 s UP TELEPHONE 631-208-8850 JEBUTL@AOL.COM OUTDOOR SHOWER LoO STRUCTURAL ENGINEER ENTRY ROBERT SILMAN ASSOCIATES 103 1 88 UNIVERSITY PLACE NEW YORK NY 10003 BATH 32SF LAUNDRY TELEPHONE 212-620-7970 FAX 212-620-8257 F10271 04 s S 6 s OPPENHEIMER@SILMAN.COM REVISIONS IDA O O O O DRY-USE STORAGE UP 105 t> q{, ao L ENTRY GATE UP 441 0 ARCHITECTURAL PLAN: LOT 2 HOUSE FIRST FLOOR CHITE C SCALE: 1/4"= 1'- (P9 j. o r a9 A 9 U� FOF NE`Ny PLAN LEGEND GENERAL CONSTRUCTION NOTES: - NEW WALL Fal General Contractor responsibiefbr Ibe Floors to be leveled typical. TOP OF FIRST FLOOR coordination of all trade& -All access panels In fire rated partitions to General Contractor shall be fully responsible match Ian rating. MILLWORKIFILL EL OW ELEVATION for all means,methods and procurement of Mect shall be All valves and shufired for to have access construction.The Arch --- CONTRACT LIMIT LINE A-0SPOT ELEVATION contacted only forelarlflCadonaofdesign �na'a�'�u ' of This drawing is an instrument of professional intent watedmoldreslstallboardtypicaletall service and shall remain the property of Leslie ROOM NAME • After Biose-up,all exterior openings to be damp locations. Gill Architect whether the project for which it is Z=--::Z DEMOLITION 100 ROOM IDENTIFICATION protected from theft and water during Camentillous board typical at all vertical Me construction or wet locations. NEIN OR RENOVATED O COLUMN LINE REFERENCE General Cordrac*s)shall be required to All bathrooms to have Waterproof membrane prepare Is executed or not. No changes, additions, or deletions may CONSTRUCTION visit the site,verify all dimensions and extending up surrounding walls 8 min. y be made except b y OBJECTS HIDDEN OWALL TYPE conditions In the field and malas role of any .All wall types to have acoustical sealant Leslie Gill Architect. This drawing shall not be FROM VIEW discrepancies,familiarize him or herself whh continuous head top and bottom,and at all reproduced by anyone for other projects,for the nature and scope or work and nexisti penetrations Firestopplrgas per additions to this project, or for completion Of this OVERHEAD � DOOR NUMBER dtiflculOes or discrepancies between existing conditions and the drawings,prbrto manufacturers specs. OA101 INTERIOR ELEVATION WINDOW NUMBEARYPE proceeding with the constructlon work and All enclosed pipes to be insulated E d toREFERENCE nobly the Architect and Owner in writingd have one(1)layer(314'min.)ridgedproject by others without written consent an blems. Insulation at cold side of pipe. FA] APPLIANCE IPLUMBING FaarURE Architectural framing pill=to SLOW configuration and placement Infomlctbn x SECTION REFERENCE FINISH only.Refertostructuraldrawhgsfa D Copyright 2Q11 Leslie Gill Architect AB00 specifications and deialls. REVISION NUMBERTAG All dimensions to finish face of construcft, QR unless otherwise noted. •All walla to be furred outb accormlodete DRAWING rX DETAIL REFERENCE O NOTE KEY IN neer eledrleal,mechanical or plumbing runs. A000 All Ole layouts to be revlewedwilhthe O sMOKErcARaoa DETECTOR Architect on site prior to Installation and ficial ARCHITECTURAL PLAN: framing. -The joints to align from torf¢ardal face to DETAIL AREA 4 ALIGNFINSHES ,ew LOT 2 HOUSE FIRST FLOOR Vertical ` I—t All gypsum wallboard to be fire rated. * -All sub-floors to be secured as required m prevent`rte' SCALE AS NOTED DATE 06.30.11 Aml 01 LESLIE GILL ARCHITECT r----------------------------------------------------------------- -------------------------------- ---- -- ------ - -- -- ---- -- ---------- -- -------- ------ ------------ -- --- - -- ---------------------- ---- ------ -- -- -- ---- -- -- r -------- -- -------------- ------ ---- ---- ------r--- - ISSUE FOR CONSTRUCTION ----------------------------------------------------------------- - -- -------- -- -------------- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ———— ———— —————— ——— —— — PROJECT OREGON LANDING 11 RESIDENCE 6213 &6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 I I t l I I � i I � � -- I 01 1 ClM1 I I ARCHITECT i 01 II LESLIE GILL ARCHITECT of I °°; 63 GREENE ST. NEW YORK NY 10012 i TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM II I HSS4XO.375 PIPE IICOLUM MEP/FP ENGINEER N DOWN AT M1 I 14" TJI 4 LOCATIONS. 8" CONC. WALL W/ #4 ® 16" O.C. ---- ING PLLC PLUS GROUP ENGINEER EA. WAY, CENTER. FORM POOL 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 AGAINST CONC. WALL (WATERPROOFING oi TELEPHONE 212-233-2700 FAX 212-233-2727 l BY OTHERS). IMULLA@PLUSGROUPCE.COM j I . . . . . . . . . . . . � -- I CIVIL ENGINEER - — - - - - - - - - - - - - - -- - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . jI r� �—�_ JEFFREY T. BUTLER P.E. P.C. ——————----—— ———————————————————————————————————————— 206 LINCOLN STREET RIVERHEAD NY 11901 L-------- -- -- ------ -- --T- -- - -- -- -- -- ---- -- ------ -------- -- ---- -- -- ----- TELEPHONE 631-208-8850 JEBUTL@AOL.COM 2'-Omxl'-O" CONTINUOUS 0 0 SPREAD FOOTING I I CN W/ 2 #5. >< 12BEARING STRUCTURAL ENGINEER I i I I \\ WALL N.. ROBERT SILIVIAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 L——————— —————— —— —— —— ———— —— ———— L—------——————————------------————————————————————————————— —— -- L—— ———— —————————— —————— OPPENHEIMER@SILMAN.COM ............. 4 -0" x 4'-0" I-- -- ---- ---- -- ---- -- -- ----------- ---- ---- -- ---- -- -- -----------—- CONABLEC, PIEBEARR TO REVISIONS 'SUITING 6 CONC. SLAB ON GRADE W/ #4 0 12" O.C. EA. WAY, BOTTOM THROUGHOUT L---- ------------- --------- - ---- ------ ---- ------ -----.--- - �n J--------------- -------- // / z 8" --------------- 8" CONC. WALL W/ #4 0 16" O.C. V CONTINUOUS AT EA. WAY. CENTER TYPICAL @ PERIMETER SLAB EDGE FIRST FLOOR FRAMING ON OF DECK CELLAR PLAN SCALE: Y4"= l'—o" DL = 20 PSF (WOOD FLOOR), 40 PSF (STONE FLOOR) LL = 40 PSF LEGEND NOTES: INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION OTHERWISE. PROVIDE (3) 2 X 10 AT EXTERIOR WALL HEADERS, UNLESS NOTED OTHERWISE. 2. SEE ARCH'L FOR T.O. JOIST ELEVATION INDICATES 14" TJI/PRO 360 0 16" OC 3. TOP OF STEEL SHALL BE 1�' BELOW TOP OF JOISTS ❑ INDICATES 6X6 POST UP UNLESS NOTED AS THUS: <XX'-XX"> 4. SEE ARCHITECTURAL. DRAWINGS FOR TOP OF FOUNDATION OF Ne WALL AND TOP OF LEDGE ELEVATIONS. 0 5. SEE S-200 FOR GENERAL NOTES. rn 6. SEE S-200 FOR TYPICAL DETAILS 0 ENGINEERED n cc LUMBER INCLUDING ALLOWABLE CUTS FOR MEP, 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WALL, 0. 98 EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD SSI AT 4-6 MILS DFT, SSPC-SP3 POWER TOOL CLEAN MINIMUM 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING This drawing is an instrument of protssional WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS, service and shall remain the property of Leslie 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF Gill Architect whether the project for which it is WINDOWS, TYPICAL U.O.N. prepared is executed or not. No changes, additions, or deletions may be made except by 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED Leslie Gill Architect. This drawing shall not be LIGHTING PRIOR TO JOIST INSTALLATION, SEE reproduced by anyone for other projects,for ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. additions to this project, or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLOOR LEVEL. project by others without written consent. C Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE CELLAR SCALE AS NOTED DATE SM 0 LESLIE GILL ARCHITECT 1 248• 16-21/2" r-2 12" ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING II RESIDENCE 0 s 6213&6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 O ARCHITECT BEDROOM 02 LESLIE GILL ARCHITECT 201 SF 148SF 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-3348046 INFO@LESLIEGILL.COM MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 DN IMULLA@PLUSGROUPCE.COM OS SMOKE I CARBON MONOXIDE DETECTOR TYP. CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. S BEDROOM 206 LINCOLN STREET RIVERHEAD NY 11901 203 TELEPHONE 631-208-8850 190SF O JEBUTL@AOL.COM O ° BATHROOM O STRUCTURAL ENGINEER 204 60SF ROBERT SILMAN ASSOCIATES O 3 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS M 13 vkED SLIE G141� y1� Q 0 ARCHITECTURAL PLAN: LOT 2 HOUSE SECOND FLOOR SCALE: 1/4' = V-0" yC) �F NE`!`1 PLAN LEGEND GENERAL CONSTRUCTION NOTES: - - General Contractor responsible for the - Floors to be leveled"tical. NEW WALL FILL TOP OF FIRST FLOOR coordination of all trades. - All access panels in fires rated partitions to - General Contractor shall be fully responsible match partition rating. EL=0-0" ELEVATION for all means methods and procurement of MILLWORK FILL � p - All valves and shutoffs 1 to have access construction.The Architect shall be panels as required for eease of access. —-— CONTRACT LIMIT LINEo� contacted only for clarifications of design SPOT ELEVATION - Water/mold resistant bcoard typical at all intent This drawing is an instrument Of proTonal ROOM NAME - After dose-up,all exterior openings to be damp locations. service and shall remain the property Of Leslie DEMOLITION 100 ROOM IDENTIFICATION protected from theft and water during - Cementitious board typbical at all vertical file Gill Architect whether the project for which it is construction. or wet locations. prepared is executed or not. No changes, NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contractor(s)shall be required to - All bathrooms to have vwaterproof membrane visit the site,verify all dimensions and additions,or deletions may be made except by CONSTRUCTION extending up surroundhing walls ti"min. Leslie Gill Architect. This drawing shall not be conditions in the field and make note of any . All wall types to have ascoustical sealant _____ OBJECTS HIDDEN O WALL T discrepancies,familiarize him or herself with FROM NEW the nature and scope of work and potential continuous bead top annd bottom,and at all reproduced by anyone for other projects,for Op DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestoppping as per additions to this project, or for completion of this OVERHEAD conditions and the drawings,prior to manufacturers specs. � BER/TYPE proceeding with the construction work and - All enclosed pipes to toe insulated and to project by others without wntten consent. L R INTERIOR ELEVATION w WINDOW NUM REFERENCE notify the Architect and Owner in writing of have one(1)layer(3141•min.)ridged Copyright 2011 Leslie Gill Architect D any problems. insulation at cold side cof pipe. A101 APPLIANCE I PLUMBING FIXTURE AA - Architectural framing plans to suggest configuration and placement information X SECTION REFERENCE F FINISH only. Refer to structural drawings for Aoao specifications and details. DRAWING REVISION NUMBERTAG - All dimensions to finish facie of construction, R unless otherwise noted. ARCHITECTURAL PLAN: - All walls to be furred out to accommodate X DETAIL REFERENCE NOTE KEY IN new electrical,mechanical or plumbing runs. LOT 2 HOUSE SECOND FLOOR Appp - All file layouts to be reviewed with the O SMOKEICARBON DETECTOR Architect on site prior to installation and final framing. SCALE - Tile joints to align from horizontal face to - DETAIL AREA ALIGN FINISHES vertical face typical. w - All gypsum wallboard to be fire rated. AS NOTED DATE All sub-floors to be secured as required to prevent creaking. 06.30.11 Aml 02 LESLIE GILL ARCHITECT l J 2A n I 24'-6" I Y t5'-2112" j -2 /2" ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING II RESIDENCE ATTIC STAIR 6213 & 6291 OREGON ROAD TO BELOW CUTCHOGUE, NEW YORK 11935 OPEN TO BEDROOM 202 BELOW ARCHITECT LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 N TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL@AOL.COM OPEN TO BEDROOM 203 BELOW N T (V STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS 0 1 ARCHITECTURAL PLAN: LOT 2 HOUSE ATTIC SCALE: 114"_ '- " 1 0 PLAN LEGEND GENERAL CONSTRUCTION NOTES: - General Contractor responsible for the - Floors to be leveled typical. NEW WALL FILL >V 7 TOP OF FIRST FLOOR coordination of all trades. - All access panels in fire rated partitions to - General Contractor shall be fully responsible match partition rating. G_ , ,, ,L,_ -��., •.,k MILLWORK FILL ELEVATION for all means,methods and procurement of C7 ^w - All valves and shutoffs to have access 1 1 construction.The Architect shall be 4 i o'-o• panels as required for ease of access. contacted only for clarifications of design —-— CONTRACT LIMIT LINE SPOT ELEVATION - Water/mold resistant board typical at all intent. ROOM NAME - After close-up,all exterior openings to be damp locations. ____— DEMOLITION100 ROOM IDENTIFICATION protected from theft and water during - Cementitious board typical at all vertical file construction. or wet locations. NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contractors)shall be required to - All bathrooms to have waterproofs membrane CONSTRUCTION visit the site,verify all dimensions and extending up surrounding walls 6"min. OBJECTS HIDDEN O WALL TYPE conditions in the field and make note of any - All wall types to have acoustical sealant discrepancies,familiarize him or herself with - FROM VIEW continuous bead top and bottom, and at all the nature and scope of work and potential OVERHEAD O DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestopping as per This drawing is an instrument of professional conditions and the drawings,prior to manufacturers specs. service and shall remain the property of Leslie U INTERIOR ELEVATION W WINDOW NUMBERITYPE proceeding with the construction work and - All enclosed pipes to be insulated)and to L R REFERENCE O notify the Architect and Owner in writing of have one(1)layer(3/4"min.)ridged Gill Architect whether the project for which itis D prepared is executed or not. No changes, A101 APPLIANCE I PLUMBING FIXTURE any problems. insulation at cold side of pipe. - Architectural framing plans to suggest additions, or deletions may be made except by configuration and placement information Leslie Gill Architect. This drawing shall not be X SECTION REFERENCE FINISH only. Refer to structural drawings for reproduced by anyone for other projects,for A000 specifications and details. REVISION NUMBER TAG - All dimensions to finish face of construction, additions to this project, or for completion of this R unless otherwise noted. project by others without written consent. - All walls to be furred out to accommodate X DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing runs. ©Co ri ht 2011 Leslie Gill Architect A000 - All the layouts to be reviewed with the py g sc SMOKEICARBON DETECTOR Architect on site prior to installation and final framing. - Tile joints to align from horizontal face to DETAIL AREA ALIGN FINISHES DRAWING vertical face typical. ii , ,, I, ,3I3' cur ,=' d' ARCHITECTURAL PLAN: - All sub-floors to be secured as required to preventcreawng. LOT 2 HOUSE ATTIC SCALE �~ AS NOTED DATE 06.30.11 Aml LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION 24'-6" Q O Q PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM MEP/FP ENGINEER - PLUS GROUP ENGINEERING PLLC CV co 231 WEST 29TH STREET RM 706 NEW YORK Nle TELEPHONE 212-233-2700 FAX 212-233-2727 - � IMULLA@PLUSGROUPCE.COM _ CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL@AOL.COM STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS D ARCHITECTURAL PLAN: LOT 2 HOUSE ROOF SCALE: 114"= V-0" PLAN LEGEND GENERAL CONSTRUCTION NOTES: - General Contractor responsible for the - Floors to be leveled typical. NEW WALL FILL coordination of all trades. - All access panels in fire rated paartitions to TOP OF FIRST FLOOR - General Contractor shall be fully responsible match partition rating. EL=0'-0" ELEVATION for all means,methods and procurement of �+ ' MILLWORK FILL p - All valves and shutoffs to have aaccess construction.The Architect shall be panels as required for ease of acccess. contacted only for clarifications of design —-— CONTRACT LIMIT LINE SPOT ELEVATION z ' intent. - Water/mold resistant board typic al at all Roots NAME - After close-up,all exterior openings to be damp locations. ___= DEMOLITION 10o ROOM IDENTIFICATION protected from theft and water during - Cementitious board typical at all II vertical file construction. or wet locations. NCE - General Contractors shall be required to membrane NEW OR RENOVATED COLUMN LINE REFERS O - All bathrooms to have waterpr000f me C CONSTRUCTION visit the site,verify all dimensions and extending up surrounding walls E6"min. W: conditions in the field and make note of any - All wall types to have acoustical I sealant ___ OBJECTS HIDDEN O WALL TYPE discrepancies,familiarize him or herself with FROM VIEW continuous bead top and bottomn,and at all the nature and scope of work and potential penetrations.Firestopping as peer OVERHEAD D DOOR NUMBER difficulties or discrepancies between existing IS drawing IS an Instrumento professional manufacturers specs. service and shall remain the property of Leslie conditions and the drawings,prior to Gill Architect whether the project for which it is proceeding with the construction work and - All enclosed pipes to be insulateed and to INTERIOR ELEVATION O WINDOW NUMBERlTYPE p g "have one(1)layer(314min.)ridd prepared iexecuted not. Nhpes,ed pepaes execueoo ca L R REFERENCE notify the Architect and Owner in writing of 9g D any problems. insulation at cold side of pipe. additions, or deletions may be made except by A101 APPLIANCE 1 PLUMBING FIXTURE - Architectural framing plans to suggest Leslie Gill Architect. This drawing shall not be configuration and placement information X FINISH only. Refer to structural drawingsfor reproduced by anyone for other projects,for SECTION REFERENCE additions to this project, or for completion of this A000 F specifications and details. REVISION NUMBER TAG - All dimensions to finish face of construction, project by others without written consent. AR unless otherwise noted. - All walls to be furred out to accommodate DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing runs. A000 - All file layouts to be reviewed with the � Copyright 2011 Leslie Gill Architect SMOKE/CARBON DETECTOR Architect on site prior to installation and final sc framing. DRAWING - Tile joints to align from horizontal toe to ---.--- ---------- ALIGN DETAILAREA vertical face typical. ARCHITECTURAL PLAN: EI">;ti<in .L"a,.x�3•.e rated..", - All sub-floors to be secured as required to LOT 2 HOUSE ROOF prevent creaking. SCALE AS NOTED DATE 06.30.11 A= 1 04 OO°I Q Q Q LESLIE GILL ARCHITECT I ISSUE FOR CONSTRUCTION T.O.ROOF _ EL=36'-4112" 1 PROJECT MEAN HEIGHT BTWN EAVE AND RIDGE { OREGON LANDING II RESIDENCE EL=31'-0" I - - j 6213 & 6291 OREGON ROAD _ CUTCHOGUE, NEW YORK 11935 - CONCEALED GUTTER - -- -i 4 TEAK LAP SIDING ARCHITECT -- _ I LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 I INFO@LESLIEGILL.COM SECOND FLOOR MEP/FP ENGINEER EL=16'-9" , - - - j EXTENSIVE GREEN ROOF PLUS GROUP ENGINEERING PLLC _ 231 WEST 29TH STREET RM 706 NEW YORK NY TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM 4"TEAK LAP SIDING CIVIL -- =I _ JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 4"FACE STONE OVER CMU FIRST FLOOR TELEPHONE 631-208-8850 EL S-3' JEB T L U L@AO .COM 4"FACE STONE OVER FOUNDATION WALL 7 GRADE ! STRUCTURAL ENGINEER EL=0'-0" ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 CELLAR J TELEPHONE 212-620-7970 FAX 212-620-8257 EL •4'•9" OPPENHEIMER@SILMAN.COM = REVISIONS EXTERIOR ELEVATION: GUEST HOUSE FACING EAST SCALE: 3/16" = 'l'-O' I I I O T.O.ROOF EL=36'-41!2" tt I MEAN HEIGHT BTWN EAVE AND RIDGE { EL=31'd" { CONCEALED GUTTER } { 4"TEAK LAP SIDING 3 3 DE D A J ED4 - -- } E - �- --- - - 1 - SECOND FLOOR { } This drawing is an instrument of professional service and shall remain the property of Leslie } Gill Architect whether the project for which it is o m a o m m TOWEL HOOK,TYP. ' — prepared is executed or not. No changes, 4 FACE STONE OVER FOUNDATION WALL additions, Or may be except by additi deletions made " Leslie Gill Architect. This drawing shall not be reproduced by anyone for other projects,for } additions to this project, or for completion of this FIRST FLOOR project by others without written consent. EL=5'-3" 2 2 � 2 2 VINYL POOL ©Copyright 2011 Leslie Gill Architect GDE DRAWING ELS--O-0" — - EXTERIOR ELEVATIONS: LOT 2 HOUSE CELLAR EXTERIOR ELEVATION: GUEST HOUSE FACING WEST EL=4'-9" SCALE: 3/16"_ '1'-0" SCALE AS NOTED DATE 06.30.11 Am200 LESLIE GILL ARCHITECT I I, ISSUE FOR CONSTRUCTION I I T.O.ROOF EL=36'4vz" PROJECT R&R EXTRA WHITE CEDAR - OREGON LANDING II RESIDENCE SHINGLES 6213 & 6291 OREGON ROAD MEAN HEIGHT BTWN EAVE AND RIDGE l CUTCHOGUE, NEW YORK 11935 EL=31'4" i { I 4 TEAK LAP SIDING,G TYP. ARCHITECT 3 i 9 nIDIE 3 - } LESLIE GILL ARCHITECT I LEH b- 63 GREENE ST. NEW YORK NY 10012 ��� [ - R&R EXTRA WHITE CEDAR SHINGLES TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM - GREEN ROOF Ti MEP/FP ENGINEER SECOND FLOOR - - 1 _ PLUS GROUP ENGINEERING PLLC EL=16'-s" - E �.. 2 � 2 2. 2 ,i - _ , 231 WEST 29TH STREET RM 706 NEW YORK N) � - 3 TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM 4 " CIVIL ENGINEER 4 FACE STONE OVER SITE WALL 4 FACE N WALL P.C. nU - . ; I STONE OVER FOUNDATIO� - u � JEFFREY T. BUTLER P E P C - - R HEAD NY 11901 � l G - TELEPHONE 631-208-8850 JEBUT OL COM I,. - @ L A STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES GRADE 88 UNIVERSITY PLACE NEW YORK NY 10003 EL=9-0" TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM CELLAR �__ REVISIONS EL=4-9- EXTERIOR ELEVATION: GUEST FACING SOUTH SCALE: 3/16" �I I ' I I T.O.ROOF EL=36-4112 MEAN HEIGHT BTWN EAVE AND RIDGE EL 31'4" It R&R EXTRA WHITE CEDAR _ _ \ SHINGLES I �gul J �1 i 4"TEAK LAP SIDING ll 91�./t� OF NEN GREEN ROOF I 24"SQ.R&R EXTRA WHITE CEDAR - SHINGLES SECOND FLOOR - EL=,s'-s" This drawing is an instrument of professional 4"FACE STONE OVER FOUNDATION WALL service and shall remain the property of Leslie I _ Gill Architect whether the project for which it is prepared is executed or not. No changes, — -- additions, or deletions may be made except by Leslie Gill Architect. This drawing shall not be ' reproduced by anyone for other projects,for 4"FACE STONE OVER SITE WALL additions to this project, or for completion of this written n nt. project others withoutco se - I FIRST FLOOR i I _ 0 t 2011 Leslie GIII Architect EL»:.. _.. DRAWING GRADEEXTERIOR ELEVATI NS: EL U-T LOT 2 HOUSE EXTERIOR ELEVATION: GUEST HOIUSE FACING NORTH CELLAR SCALE EL= 4'-9" v01 SCALE: 3116" AS NOTED DATE 06.30.11 Am201 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM MEP/FP ENGINEER ATTIC VENT @ ROOF RIDGE PLUS GROUP ENGINEERING PLLC T.0 ROOF 36'a 1/2' 231 WEST 29TH STREET RM 706 NEW YORK N) TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM ?fifi_ CEDAR SHINGLES __ CIVIL ENGINEER J11MEAN ROOF HEIGHT JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 '� �'��` 31-A' TELEPHONE 631-208-8850 J-1 JEBUTL@AOL.COM ' 2X10 ROOF RAFTERS,TYP. j, STRUCTURAL ENGINEER MTL.OR FIBERGLASS CONCEALED GUTTER ROBERT SILMAN ASSOCIATES � 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS 202 I 203 o BEDROOM =h BEDROOM SECOND FLOOR 16-9" P 2X6 INTERIOR FRAMING,TYP. 0 I I Ll I - 2 , 0 101104 KITCHEN I LIVING 1 DININ �I LAUNDRY -- 4"FACE STONE ON CONCRETE WALL I FIRST FLOOR *\ - 14"TJI FRAMING,TYP. W 10X26 ADJACENT MEAN GRADE 0. — ' 001 002 1'FOUNDATION WALL ON CONTINUOUS 2'-0"X 1'-0"FOOTING ; CELLAR UTILITY Sri 03 N �,,� ,,,�/�, I• I � d -rc-�` -. 5"SLAB ON GRADE Y CELLAR Ij — , .� .��• �: III _ ,: _ .. � _ I � `' ,` -9'-2314, ,. ., :,, s hh =`.. , , ,` ,:,'; • '``;.. +a : :;: This drawin is an ins This professional service and shall remain the property of Leslie ,,,,. ;;.,• , /' . „ Gill Architect whether the project for which itis X,N ,``:. ,, :;: ,•`;; ' ' `,; :< : ;:;: , ,::; ,. :.;. ,. .:.. ,. .',,: prepared is executed or not. No changes, additions, or deletions may be made except by Leslie Gill Architect. This drawing shall not be reproduced by anyone for other projects,for additions to this project, or for completion of this project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING INTERIOR BUILDING SECTIONS LOT 2 HOUSE SCALE INTERIOR BUILDING SECTION FACING EAST @ KITCHEN / LIVING 1 DINING 101 AS NOTED 01 DATE SCALE: 1/4" = 1'-0" -- 06.30.11Am202 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT Ln�c o 00-� m � Z)= NW w 6213 & 6291 OREGON ROAD Z W V) CUTCHOGUE, NEW YORK 11935 OO' JZ US �w Z ILI Oj ? N¢ � �0 CDM X Ko o ARCHITECT 0 00 0o 10" FOUNDATION WALL m LESLIE GILL ARCHITECT WITH #4®16" OC EACH, `v��3'o �, �o i 63 GREENEST. NEW YORK NY 10012 WAY, EACH FACE = O m TELEPHONE 212-334-8011 FAX 212-334-8046 (TYPICAL) m o 4'X4'X12" FOOTING INFO@LESLIEGILL.COM WITH 5#4 EACH WAY, BOTTOM. (TYPICAL AT 4 LOCATIONS) MEP/FP ENGINEER 5" SLAB ON GRADE. PLUS GROUP ENGINEERING PLLC TOP OF SLAB 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 EL = TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM CIVIL ENGINEER XOO" PROVIDE 10" BASE PLATE JEFFREY T. BUTLER P.E. P.C. WITH (4) 3/4 A307 (TYPICAL 206 LINCOLN STREET RIVERHEAD NY 11901 ANCHOR BOLTS AT 4 LOCATIONS( TELEPHONE 631-208-8850 JEBUTL@AOL.COM STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS FOUNDATION PLAN SCALE: Y4"= 1'-0" NOTES: 1. ALL NEW FOUNDATIONS SHALL BEAR ON 2 TSF UNDISTURBED NOTES: SOIL (TO BE CONFIRMED BY SOILS ENGINEER). 2. ALL FOOTINGS SHALL BE A MINIMUM OF 3'-6" BELOW GRADE 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION FOR FRONT. 2. SEE ARCH'L FOR T.O. JOIST ELEVATION 3. ALL FIRST FLOOR FRAMING MUST BE IN PLACE PRIOR TO BACKFILLING TO BRACE WALLS. 3. TOP OF STEEL SHALL BE Yz" BELOW TOP OF JOISTS UNLESS NOTED AS THUS: <XX'-XX"> 4. SEE ARCHITECTURAL. DRAWINGS FOR TOP OF FOUNDATION ,, OF N �`�'}- WALL AND TOP OF LEDGE ELEVATIONS. 1A 5. SEE S-200 FOR GENERAL NOTES. TYPICAL DETAILS ® ENGINEERED '` 6. SEES 200 FOR TY LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WALL, $ r EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER TOOL CLEAN MINIMUM This drawing is an instrument of professional 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING service and shall remain the property of Leslie WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. Gill Architect whether the project for which it is 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF prepared is executed or not. No changes, WINDOWS, TYPICAL U.O.N. additions, or deletions may be made except by 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED Leslie Gill Architect. This drawing shall not be LIGHTING PRIOR TO JOIST INSTALLATION, SEE reproduced by anyone for other projects, for ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. additions to this project, or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLOOR LEVEL. project by others without written consent. @ Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE FOUNDATION PLAN SCALE ` AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 V) 0 0 o ARCHITECT LESLIE GILL ARCHITECT 0 63 GREENE ST. NEW YORK NY 10012 m TELEPHONE 212-334-8011 FAX 212-334-8046 N INFO@LESLIEGILL.COM HSS4XO.375 PIPE ¢ MEP/FP ENGINEER COLUMN DOWN AT m 14" TJI 4 LOCATIONS. ,l PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 N IMULLA@PLUSGROUPCE.COM 0 Of CIVIL ENGINEER 0 JEFFREY T. BUTLER P.E. P.C. UJ 206 LINCOLN STREET RIVERHEAD NY 11901 Z TELEPHONE 631-208-8850 JEBUTL@AOL.COM CN X o O STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM OREVISIONS ❑ ❑ ❑ ❑ El 0 FIRST FLOOR FRAMING ON CELLAR PLAN SCALE: Y4"= 1'-0" DL = 20 PSF (WOOD FLOOR), 40 PSF (STONE FLOOR) LL = 40 PSF O LEGEND: NOTES: INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION OTHERWISE. PROVIDE (3) 2 X 10 AT EXTERIOR WALL HEADERS, UNLESS NOTED OTHERWISE. 2. SEE ARCH'L FOR T.O. JOIST ELEVATION INDICATES 14" TJI/PRO 360 ® 16" OC 3. TOP OF STEEL SHALL BE Y" BELOW TOP OF JOISTS ❑ INDICATES 6X6 POST UP UNLESS NOTED AS THUS: <XX'-XX"> SY 4. SEE ARCHITECTURAL. DRAWINGS FOR TOP OF FOUNDATION ,� CF �i A Or�� t� WALL AND TOP OF LEDGE ELEVATIONS. 5. SEE S-200 FOR GENERAL NOTES. 6. SEE S-200 FOR TYPICAL DETAILS @ ENGINEERED ` . LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. y 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WALL, QHS , ' EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER TOOL CLEAN MINIMUM 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING This drawing is an instrument of professional service and shall remain the property of Leslie WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. Gill Architect whether the project for which it is 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF prepared is executed or not. No changes, WINDOWS, TYPICAL U.O.N. additions, or deletions may be made except by 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED Leslie Gill Architect. This drawing shall not be LIGHTING PRIOR TO JOIST INSTALLATION, SEE reproduced by anyone for other projects, for ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. additions to this project, or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLOOR LEVEL. project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE CELLAR SCALE AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION r . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . _ . � PROJECT I I L J ' I 6213 &6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 rn --- I II ARCHITECT II zo ► LESLIE GILL ARCHITECT m i i Q 63 GREENE ST. NEW YORK NY 10012 oIIJ I TELEPHONE 212-334-8011 FAX 212-334-8046 j o i 3 j INFO@LESLIEGILL.COM IIS I ollo I - - Z & ; I MEP/FP ENGINEER 14" TJI CLI I ' L-- -- -- -- - -��-7 PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 I I TELEPHONE 212-233-2700 FAX 212-233-2727 j L; —_ _ I IMULLA@PLUSGROUPCE.COM CIVIL ENGINEER . . . . . . . . . . . . . . . . . . . . . . . . _ . _ . _ .. . . . . . . . . . . . . . . . . . . . . . . . _ . _ . _ ._� ! JEFFREY T. BUTLER P.E. P.C. r I n� 206 LINCOLN I ti ■ . _ 0 STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL@AOL.COM Ld M ! STRUCTURAL ENGINEER IJ I I O \ ! aXOIO ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 i I \ TELEPHONE 212-620-7970 FAX 212-620-8257 j \ OPPENHEIMER@SILMAN.COM - - _ - - E] - - -- - - ❑ -- -- -- ❑ -- -- I . _ . _ . _ . _ . _ . _ . _ _ . _. _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . . . _ . . .. _ . � REVISIONS I 000 I / El El El 7— L . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ ._ . _ . _ . _ ._ . _ . _._. _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ - - \� / SECOND FLOOR FRAMING ON FIRST FLOOR PLAN / SCALE: Y4"= 1'-0" \� / DL = 20 PSF (WOOD FLOOR), 40 PSF (STONE FLOOR) LL = 40 PSF LEGEND: NOTES: —-- — INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION OTHERWISE. PROVIDE (3) 2 X 10 AT EXTERIOR WALL HEADERS, UNLESS NOTED OTHERWISE. 2. SEE ARCH'L FOR T.O. JOIST ELEVATION L-- INDICATES 14" TJI/PRO 360 @ 16" OC 3. TOP OF STEEL SHALL BE Y" BELOW TOP OF JOISTS ® INDICATES 2X6®16" OC WOOD BEARING/SHEAR WALL UNLESS NOTED AS THUS: <XX'-XX"> WITH ONE LAYER 1/2" PLYWOOD. 4. SEE ARCHITECTURAL. DRAWINGS FOR TOP OF FOUNDATION ■ INDICATES 6X6 POST UP AND DOWN (OR WALL AND TOP OF LEDGE ELEVATIONS. �0� NIE yt a, (3) 2X6 BUILT UP POST). 5. SEE S-200 FOR GENERAL NOTES. �P� � A 0p� 1" 1 A � 6. SEE S-200 FOR TYPICAL DETAILS @ ENGINJEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. _ 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WVALL, EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER TOOIL CLEAN $ �` MINIMUM 8. CONTRACTOR IS RESPONSIBLE TO COORDIN/ATE FRAMING This drawing is an instrument of professional WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. service and shall remain the property of Leslie 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF Gill Architect whether the project for which it is WINDOWS, TYPICAL U.O.N. prepared is executed or not. No changes, 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED additions, or deletions may be made except by LIGHTING PRIOR TO JOIST INSTALLATION, SEE Leslie Gill Architect. This drawing shall not be ARCHITECTURAL DRAWINGS FOR LIGHTING IMFORMATION. reproduced by anyone for other projects, for additions to this project, or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLOOFR LEVEL. project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE FIRST FLOOR SCALE AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION r . - - - - - - - - - -- - _ ._ . _ . - -- - - - _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . � PROJECT 6213 & 6291 OREGON ROAD `\ I CUTCHOGUE, NEW YORK 11935 ARCHITECT LESLIE GILL ARCHITECT \ / I 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM \ / I MEP/FP ENGINEER ' 200 _ I PLUS GROUP ENGINEERING PLLC 16"o/c I 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 / \ I TELEPHONE 212-233-2700 FAX 212-233-2727 ` IMULLA@PLUSGROUPCE.COM / \ i CIVIL ENGINEER . . . . . . . . . . . .. .. . . . _ .._ . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . - - - - -- - - - - - - - JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 ' \ I JEBUTL@AOL.COM STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM I ❑ ❑ ❑ L . _ . _ _ . _ ._ _ ._ _ . _ ._ _ . _ _ ._'._ . _ . _ . _ . _ . _ . _ _ . _ . J �� REVISIONS I � I / I / I / i ❑ ❑i ❑ ATTIC FRAMING ON SECOND FLOOR PLAN SCALE: Y4"= 1'-0" / DL = 15 PSF . LL = 20 PSF (UNOCCUPIED) LEGEND: NOTES: —--— INDICATES (2) 1 3/4" X 9 1/2" LVL, UNLESS NOTED 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION OTHERWISE. PROVIDE (3) 2 X 10 AT EXTERIOR WALL HEADERS, UNLESS NOTED OTHERWISE. 2. SEE ARCH'L FOR T.O. JOIST ELEVATION `-- INDICATES 2X10@16" OC ATTIC JOISTS (LEVEL) 3. TOP OF STEEL SHALL BE Y" BELOW TOP' OF JOISTS ® INDICATES 2X6@16" OC WOOD BEARING/SHEAR WALL UNLESS NOTED AS THUS: <XX'-XX"> WITH ONE LAYER 1/2" PLYWOOD. 4. SEE ARCHITECTURAL. DRAWINGS FOR TOP OF FOUNDATION ■ INDICATES 6X6 POST UP AND DOWN (OR WALL AND TOP OF LEDGE ELEVATIONS. OF ,` 4,�y O 3 2X6 BUILT UP POST). gr ) 5. SEE S-200 FOR GENERAL NOTES. CO 6. SEE S-200 FOR TYPICAL DETAILS @ ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. 7. SHOP PAINT ALL STEEL IN THE EXTERIORt WALL, EXTERIOR CEILINGS WITH 2 COATS OF 1335 CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER TO)OL CLEANas- MINIMUM MINIMUM 8. CONTRACTOR IS RESPONSIBLE TO COORDVINATE FRAMING This drawing is an instrument of professional WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. service and shall remain the property of Leslie 9. MAINTAIN OPEN JOIST BAY ON CENTERLINIES OF Gill Architect whether the project for which it is WINDOWS, TYPICAL U.O.N. prepared is executed or not. No changes, 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED additions, or deletions may be made except by LIGHTING PRIOR TO JOIST INSTALLATION, SEE Leslie Gill Architect. This drawing shall not be ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. reproduced by anyone for other projects, for additions to this project, or for completion of this 11. ALL POSTS TO BE BRACED AT EACH FLODOR LEVEL. project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE SECOND FLOOR SCALE AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION - -- - - - - - - - - - - - - - - - _ _ _ PROJECT I � I ' ' i I 13 & 6291 OREGON ROAD UTCHOGUE, NEW YORK 11935 i � I ARCHITECT i LESLIE GILL I � ARCHITECT i , I 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM i I - j I MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC -- -- –_ __ __ I 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 _ _ _ _ _ _ _ _ IMULLA@PLUSGROUPCE.COM F _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . — — — — — . —I j I CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206' I I TELEPHONE STREET RIVERHEAD NY 11901 HON I E 631-208-8850 JEBUTL@AOL.COM i i \ STRUCTURAL ENGINEER I ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620- 8257 L . . . . . . . . . . . . .. .. . OPPENHEIMER@SILMAN.COM / REVISIONS I / (1) 01ARCHITECTURAL PLAN: C'JIM HOUSE ROOF / SCALE: 1/4"= 1'-0" / 1_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . _ . _ . _ . _ . _ . _ . _ - - - - - - - r- . . . . . . _ ._ .. . . . . .. .. . . . . . . . . . - ROOF FRAMING ON / SECOND FLOOR PLAN / SCALE: Y4"= V-0" DL = 20 PSF / LL = 45 PSF (GROUND SNOW LOAD) / LEGEND: NOTES: --— INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED OTHERWISE. 1. SEE ARCH'L FOR T.O. FINISH FLOOR ELEVATION -------- INDICATES HEADER AT ATTIC LEVEL - SEE S-103 FOR SIZE. 2• SEE ARCH'L FOR T.O. JOIST ELEVATION 0___-7 INDICATES 2X10016" OC ROOF JOISTS (SLOPED) 3. TOP OF STEEL SHALL BE Yz" BELOW TOP OF JOISTS �----� INDICATES 2X10@16" OC ROOF JOISTS (LEVEL) UNLESS NOTED AS THUS: <XX'-XX"> 4• SEE ARCHITECTURAL. DRAWINGS FOR TOP OF FOUNDATION INDICATES 2X6016" OC WOOD BEARING/SHEAR WALL WALL AND TOP OF LEDGE ELEVATIONS. -WITH ONE LAYER 1/2 PLYWOOD. 5. SEE S-200 FOR GENERAL NOTES. d - "J ,,ti.,,< r 6. SEE S-200 FOR TYPICAL DETAILS @ ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS FOR MEP. 7. SHOP PAINT ALL STEEL IN THE EXTERIOR WALL, EXTERIOR CEILINGS WITH 2 COATS OF 135 CHEMBUILD p.., AT 4-6 MILS DFT, SSPC-SP3 POWER TOOL CLEAN MINIMUM 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. This drawing is an instrument of professional 9. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF service and shall remain the property of Leslie WINDOWS, TYPICAL U.O.N. Gill Architect whether the project for which it is 10. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED prepared is executed or not. No changes, LIGHTING PRIOR TO JOIST INSTALLATION, SEE additions, or deletions may be made except by ARCHITECTURAL DRAWINGS FOR LIGHTING INFORMATION. Leslie Gill Architect. This drawing shall not be 11. ALL POSTS TO BE BRACED AT EACH FLOOR LEVEL. reproduced by anyone for other projects, for additions to this project, or for completion of this project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING STRUCTURAL PLAN: LOT 2 HOUSE ROOF SCALE AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(1) OF NYS RESIDENTIAL CODE) GROUND BASE EXPOSURETCA SEISMIC SUBJECT TO DAMAGE FROM FLOOD 20. 20 ASHOP PAINT RCHITECTURAL ALL DRAWENGS EA ND R PECIFICATIONSSPRAY ON FIREPROOFING IS TO BE APPLIED) WITH TNEMEC #99. FIELD PAINT AS PER DEFORMED BAR TENSION DEVELOPMENT LENGTH SNOW WIND CATEGORYDESIGN WEATHERING FROST LINE TERMITE DECAY FEMA PROJECT LOAD PSF SPEED MPH WINDTEGORY FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS 45 (1)___J120 2)_ C 3 B 4 SEVERE 5 42 6 MD TO HVY 7 SL TO MD 8 NA 9 21• SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI OREGON LANDING II RESIDENCE NOTES: 22. ALL METAL DECK WORK SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN OF THE COLD-FORMED STEEL STRUCTURAL MEMBERS," SIZE CONCRETE CONCRETE CONCRETE CONCRETE 6213 & 6291 OREGON ROAD THIS PROJECT FALLS UNDER T IE JURISDICTION OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK AS DEFINED BY SECTION 101.2(1) OF THE LATEST EDITION. FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR STRENGTH OF DECK AND ATTACHMENT TO BASE STRUCTURE. E OF THE STF,,TE Or NEW YORK. CONTRACTOR SHALL FOLLOW ALL MINIMUMS ESTABLISHED IN NOTED CODE UNLESS SPECIFICALLY WAIVED CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II UTCHOGUE, NEW YORK 11935 BUILDING COD FRAMING LUMBER BY LOCAL CODE OFFICIALS. IF CONTRADICTIONS OCCUR BETWEEN THESE DOCUMENTS AND THE NOTED CODE, THE MORE CONSERVATIVE SPECIFICATION #3 17 25 15 22 13 20 12 18 SHALL APPLY. 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: #4 22 33 19 29 17 26 16 24 i A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. 1. GROUND SNOW LOAD I.: %,QED ON FIGURE R301.2(5) FOR NEW YORK STATE AND HAVE BEEN ADJUSTED AS PER ASCE 7 FOR FLAT OR SLOPED B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION;' #5 28 42 24 36 22 32 20 30 ARCHITECT ROOF SNOW LO\DS, Di,' T ETC (EQUATION 7-1 AND 7-2). THE FOLLOWING FACTORS WERE USED FOR THIS PROJECT: LATEST EDITION. #6 33 50 29 43 26 39 24 35 a. I, IMPORTANCE FAC'OG' 1.0 (TABLE 7-4, ASCE 7). 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH LESLIE GILL ARCHITECT b. Ce, EXPOSURE FAC:'Ok, 1.0 (TABLE 7-2, ASCE 7). SHALL BE KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: #7 48 72 42 63 38 56 34 51 63 GREENE ST. NEW YORK NY 10012 c. Ct, THERMAL FACTOR: 1.0 (TABLE 7-3, ASCE 7). RAFTERS AND JOISTS: DOUGLAS FIR-LARCH2 # #8 55 83 48 72 43 64 39 59 2. BASE WIND SPEED HAS BEEN CONVERTED INTO DESIGN PRESSURES FOR MAIN WINDFORCE RESISTING SYSTEM AND COMPONENTS AND CLADDING BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 TELEPHONE 212-334-8011 FAX 212-334-8046 PER TABLE 1609.6.2(1) of THE NYS BUILDING CODE AND TABLES R301.2(2) AND R301.2(3) OF THE NYS RESIDENTIAL CODE, RESPECTIVELY. STUDS AND PLATES: DOUGLAS FIR-LARCH, STUD GRADE #9 1 62 93 54 81 48 72 44 66 INFO@LESLIEGILL.COM 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: #10 70 105 61 91 54 81 50 74 3. EXPOSURE CATEGORY IS BASED ON R301.2.1.4 OF THE NYS RESIDENTIAL CODE. POST AND TIMBER: DOUGLAS FIR-LARCH 1 BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 #11 78 116 67 1 101 60 90 155 82 4. SEISMIC DESIGN CATEGORY IS BASED ON TABLES 1616.3(1) AND 1616.3(2) OF THE NYS BUILDING CODE. AS PER R301.2.2, DETACHED ONE- AND 4. PRESERVATIVE TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH AWPS-2 AT SILL PLATE AND ALL MEP/FP ENGINEER NOTES TWO-FAMILY DWELLINGS LOCATED IN SEISMIC DESIGN CATEGORY A, B, ANDE EXEMPT FROM THE SEISMIC REQUIREMENTS OF THE CODE. LUMBER IN CONTACT WITH CONCRETE OR MASONRY. • PLUS GROUP ENGINEERING PLLC 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., ,SHALL CONFORM TO 1. FOR HORIZONTAL REINFORCEMENT WITH 12 IN. OR MORE FRESH CONCRETE CAST BELOW IT, E SHALL BE 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 5. WEATHERING IS DETERMINED BY FIGURE R301.2(3) OF THE NYS RESIDENTIAL CODE. THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND ITS SUPPLEMENTS 1,3x THE VALUES GIVEN ABOVE. TELEPHONE 212-233-2700 FAX 212-233-2727 6. THE DEPTH TO BOTTOM OF FOOTING IS ESTABLISHED BY THE LOCAL JURISDICTION. AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NEPA "MANUAL FOR HOUSE FRAMING". 2. FOR EPDXY-COATED BARS: 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE INTERNATIONAL BUILDING CODE, IMULLA@PLUSGROUPCE.COM a 7. TERMITE PROBA131LITY IS DETERMINED BY FIGURE R301.2(6) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL APPROPRIATE (LATEST EDITION), THE 1992 CABO FOR 1 AND 2 FAMILY DWELLINGS, OR THE MANUFACTURER'S RECOMMENDED WHERE CONCRETE COVER IS LESS THAN 3db OR CLEAR SPACING IS LESS THAN 6db E SHALL BE 1.5x THE VALUES GIVEN ABOVE. FASTENING SCHEDULES. b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3d AND CLEAR SPACING CIVIL ENGINEER DETAILS TO ADDRESS THIS CONDITION. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM DE_'ERMINED BY FIGURE R301.2 7 AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL APPROPRIATE HANGERS, MINIMUM 18 GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. IS GREATER THAN 6db E SHALL BE 1.2x THE VALUES GIVEN ABOVE. JEFFREY T. BUTLER P.E. P.C. 8. DECAY PTOBABI'_ITY IS O 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE CASE I: CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS 206 LINCOLN STREET RIVERHEAD NY 11901 i DETAILS TO ADCRESS TiLIS CONDITION. GIRDERS 1 2 CLEAR MIN. BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. b b i � °� (MIN.) THAN d , CLEAR COVER NOT LESS THAN d AND STIRRUPS OR TIES TELEPHONE 631-208-8850 9. FLOOD HAZARD IS DET" ' ' TED BY LOCAL SURVEY AND FEMA MAPS. WHERE APPLICABLE, THE FOLLOWING PARAMETERS 9. STUD BEARING WALLS ARE TO BE 2 x 4 @ 16"o/c. AT THE INTERIOR AND 2 x 6 @ 16"o/c. AT THE EXTERIOR, THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM OR JEBUTL@AOL.COM UNLESS NOTED OTHERWISE ON PLAN. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS HAVE BEEN I,SI D: THAN 2db AND CLEAR COVER NOTE LESS THAN d c. DFE (DESIG I FLOC, EI_' VATION): 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL CASE II: OTHER CASES b b. BFE (BAS= FLOOD FI_( P'TION): STUDS. c. Esw (DESICJ STILI_',",\I'[ L, FLOOD ELEVATION ABOVE DATUM): 11 . LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. d. Ds DESIGN STILL!^`,rE R FLOOD DEPTH IN FEET): STRUCTURAL ENGINEER 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. e. Dws (WASE SETUP IN ET): 13. USE DOUBLE STUDS @ ENDS OF WALL AND ENDS of WALL OPENINGS. DEFORMED BAR TENSION LAP SPLICE - CLASS B ROBERT SILMAN ASSOCIATES f. G (GROUND ELEVATION N FEET ABOVE DATUM): FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS g. EROSION (LOSS OF SOIL DURING DESIGN FLOOD EVENT): 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT 88 UNIVERSITY PLACE NEW YORK NY 10003 LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4' (NOM.) AT INTERIOR GENERAL NOTES: WALLS AND 6" (NOM.) AT EXTERIOR WALLS. BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI TELEPHONE 212-620-7970 FAX 212-620-8257 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. SIZE CONCRETE CONCRETE CONCRETE CONCRETE OPPENHEIMER@SILMAN.COM TO THE PROJECT SPECIFICATIONS, INCLUDING THE BUILDING CODE OF THE STATE OF NEW YORK AND THE NYS RESIDENTIAL CODE. 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS @16"o/c. BUILT UP #3 22 33 19 28 17 25 REVISIONS 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING, AND THE LIKE AND SHALL MAKE SAFE ALL FLOORS, BEAMS GREATER THAN 8 DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS @16 o/c. 16 23 ROOFS, WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING, BRACING, SHEETING, AND ALL OTHER 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD #4 29 43 25 37 23 34 21 31 MEANS AND METHODS OF CONSTRUCTION SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK, WALLS AT EACH FLOOR. (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D #5 36 54 31 47 28 42 26 38 HIRED BY THE CONTRACTOR, AND WHO SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE OWNER'S REVIEW. NAILS.) #6 43 65 37 56 34 50 31 46 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY #7 63 94 54 81 49 73 45 67 IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND SHALL BE FACED WITH 1/2" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS MEASUREMENTS, THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT EXCEED 4'-0" IN WIDTH, INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS. #8 1 72 107 62 93 56 83 51 76 AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON CONTRACT DOCUMENTS 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE. UPLIFT OF 1000 LBS. MIN., U.N.O. #9 81 121 70 105 63 94 57 86 4. THE FRAMING PLANS CONTAINED HEREIN ARE INTENDED TO CONVEY THE SCOPE AND INTENT OF THE STRUCTURAL DESIGN. ALL BEARING 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. #10 91 136 79 118 71 106 64 96 WALLS AND WOOD FRAMING IS DIMENSIONED WITHIN THE ARCHITECTURAL DOCUMENTS AND IT IS THE CONTRACTORS RESPONSIBILITY #11 101 151 87 131 78 117 71 107 TO COORDINATE THE SCOPE AND INTENT OF THESE DOCUMENTS WITH THE DIMENSIONS NOTED IN THE ARCHITECTURAL DOCUMENTS. ANY WOOD HEADER SCHEDULE DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR THEIR EVALUATION BEFORE THE AFFECTED ROUGH OPENING WIDTH HEADER CONSTRUCTION Is PUT IN PLACE. LESS THAN 3'-0" 2x(2) 2A XL 6 2 x 6 WALL x 8 DEFORMED BAR COMPRESSIION DEFORMED BAR COMPRESSION 5. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 4000 POUNDS PER SQUARE FOOT 3'-1 TO 4'-0° (2) 2 x 8 (3) 2 x 8 (PSF), AS SPECIFIED BY THF GEOTECHNICAL CONSULTANT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN THE FIELD BY A 4'-1" TO 6'-0" (2) 2 x 10 (3) 2 x 10 DEVELOPMENT LENGTH ( LAP SPLICE PROFESSIONAL =NGINEER ICENSED IN THE STATE OF NEW YORK, PRIOR TO PLACING CONCRETE. ADJUST BOTTOM OF FOOTING ELEVATION 6'-1" TO 8'-0" (2) 2 x 12 (3) 2 x 12 FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE �P-�E FA Ap AS REQUIRED. OVER 8'-0" SEE PLANS SEE PLANS & UNCOATED BARS & UNCOATED BARS 6. DO NOT PLACE BACKFI'-I_ CAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE ARE IN PLACE AND HAVE ATTAINED THEIR 28 NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, DAY STRENGTH OR Ur!1!L �,aLLS HAVE BEEN PROPERLY BRACED (BRACING TO BE DESIGNED BY CONTRACTOR'S ENGINEER). JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, BAR 3000 PSI 4000 PSI 5000 PSI 600(0 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI �r rn "�2� 3JACK STUDS FOR SPANS OVER 8'-0" WIDE. SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE n . 7. ALL EXTERIOR FOOTING SHALL BE PLACED A MINIMUM OF 4'-0" BELOW GRADE. � 1` PLYWOOD SHEATHING #3 9 8 8 83 #3 12 12 12 12 ��" ✓ � 8. ALL CONCRETE WORK S'TAL_L CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318), LATEST EDITION. #4 11 10 9 9) <.a 1. PROVIDE PLYWOOD SHEATHING COMPLYING WITH APA-GRADE STAMPED AND SHALL NOT EXCEED THE SPANS #4 15 15 15 15t 9. ALL CONCRETE SHALL BE NORMAL WEIGHT, AIR-ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, INTENDED FOR USE ON THE STAMP. ALL PLYWOOD SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE OF #5 14 12 12 112 #5 19 19 19 19 '" THE FOLLOWING THICKNESS: UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS (MORE CONSERVATIVE DESIGN SHALL APPLY). FLOOR: 3/4" #6 17 15 14 114 #6 23 23 23 23 10. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED OUT ON WALL: 1/2" #7 20 17 16 116 PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCING" (ACI 318), LATEST EDITION. ROOF: 5/8" #7 27 27 27 27 2. ALL PLYWOOD SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE (B. F. #8 22 19 18 118 #8 30 30 30 30 11. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185, WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI. GOODRICH PL400 OR EQUAL). #9 25 22 21 21 #9 34 34 34 34 3. USE PLY CLIPS OR OTHER EDGE .SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 12. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. #10 28 25 23 23 #10 39 39 39 39 MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE C. #11 31 27 26 26 #11 43 43 43 43 ENGINEERED WOOD PRODUCTS 13. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BYSTANDARD HOOK 14. PROVIDE STAND,,RD CLI-ARIPICE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: TRUSJOIST MACMILLAN OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, c. SLABS 3/4' WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND HOLES, ETC. b. FOOTINGS: 5" 2. RIM BOARDS: PROVIDE CONTINUOUS 1 1/4!' THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY c. EXTERIOR v ALC:: '_R #5 OR LARGER, 1 1/2" FOR #4 OR SMALLER TRUSJOIST MACMILLAN, OR APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S STANDARD HOOK d. INTERIOR W'+LLS I' RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. This drawing is an instrument of professional GTU'RA'_ S_ 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS 15. ALL STRUEEI_ �,'v� PK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: service and shall remain the property of Leslie a. AISC CTURAIFICt{TIC �,' THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS;' LATEST EDITION. MANUFACTURED BY TRUSJOIST MACMILLAN OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE Gill Architect whether the project for which it is b. THE AMERICAN WELDIi'G SOCIETY "CODE FOR WELDING IN BUILDING CONSTRUCTION" (AWS D1.1) LATEST EDITION. MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS. prepared is executed or not. No changes, 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH additions, or deletions may be made except by 16. ALL STRUCTURAL_ STEEL_ SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: AITC 117-84 DESIGN STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD a. WIDE FLANGE BEAD.' COLUMNS, AND STRUCTURAL TEES: ASTM A992 (Fy = 50 ksi) SPECIES. UNLESS NOTED OTHERWISE, ALL LAMINATIONS SHALL BE SOUTHERN PINE. Leslie Gill Architect. This drawing shall not be b. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B. 5. ROOF TRUSSES: PROVIDE PRE-ENGINEERED ROOF TRUSSES, AS SHOWN ON THE DOCUMENTS, TO RESIST LOADS TENSION reproduced by anyone for other projects, for c. STRUCTURAL PIPE SECTIONS: ASTM A501 OR ASTM A53, GRADE B. TABULATED ON THIS SHEET (INCLUDING NET UPLIFT). INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'SLAP SPLICE NOTE: TENSION additions to this project, or for completion of this d. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. " STANDARD RECOMMENDATIONS AND DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING FOR TENSION LAP SPLICE LENGTH AND LAP SPLICE e. BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE MADE WITH ASTM A325SC BOLTS (3/4DIAMETER) DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. project by others without written consent. f. ANCHOR BOLTS AND THRU-BOLTS: ASTM F1554, GRADE 36. DEVELOPMENT LENGTH SEE TABLE 17. STEEL CONNECTIONS SI--TALI_ BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED FOR END REACTION AS DETERMINED FROM TEE-INTERSECTION TYPICAL DETAIL CORNER ©Copyright 2011 Leslie Gill Architect AISC UNIFORM LOAD TABLE, UNLESS OTHERWISE NOTED ON PLAN. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW THAT REQUIRED HORIZONTAL REINFORCEMENT AT CORNERS 18. DRAWING TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN CONNECTION LOAD AND JUNCTIONS OF WALLS AND BEAMS IS INADEQUATE. NERAL NOTES & TYPICAL DETAILS 19. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN EXTENSION OF THE BEAM T 2 HOUSE AND GIRDERS SCALE AS NOTED DATE 6130111 S -200 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION SLAB ON SAVE.' CUT SLAB ON GRADE WATERSTOP STANDARD HOOK PROJECT 1,' "DEEP GRADE (TYPICAL) THICKNESS 2 "X" (MIN.) W E THICKNESS SLAB REINFORCEMENT a d'- W. (MESH OR REBAR) OREGON LANDING II RESIDENCE d 6213 & 6291 OREGON ROAD - -4 X_ax x X X X X 2-#4 C� 3'x4'-o" LONG CUTCHOGUE, NEW YORK 11935 a a ADDITIONAL AT ALL -�' x ° \�\��\�\\�\\�\,��\\ a . a a ° REENTRANT CORNERS < - 1 FOR REINFORCING 2 SLAB EDGE SEE WALL SECTIONS DEPTH OF MIN. JOINTS \j\\/\\ \\ HORIZONTAL REINFORCING ARCHITECT THICKENED 2" x 3" CONTINUOUS CONTINUOUS WALL TO RUN THRU UNINTERRUPTED SLAB = 1Y2" KEY CONCRETE PIER 8.. FOOTING LESLIE GILL ARCHITECT TIMES SLAB OR STEEL MIN. COLUMN (SEENOTE: MAXIMUM POUR LENGTHS: 63 GREENS ST. NEW YORK NY 10012 THICKNESS PLAN) 11 t ADDITIONAL REINFORCEMENT FOUNDATION WALL = 80'-o TELEPHONE 212-334-8011 FAX 212-334-8046 SAWED CONTRACTICi'I JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN AT ALL RE—ENTRANT CORNERS TYPICAL DETAIL INFO@LESLIEGILL.COM - TYPICAL DETAIL _ MAXIMUM DI'--',TANCE PE1N'EEN CONSTRUCTION JOINT CONCRETE WALL JOINTS IN INCHES STEPPED WALL FOOTING MEP/FP ENGINEER IS 36 TIMES SLAB THICKNESS WATERSTOP PLUS GROUP ENGINEERING PLLC C5 2" COVER MIN. (OR AS REQ'D �� CONCRETE SLAB e 2'-6" 1'-6" 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 � � z BY WATERSTOP MANUF.) 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING � TELEPHONE 212-233-2700 FAX 212-233-2727 STRIPS WHERE EACH SINGLE STRIP DOES NOT 6" x 6" W2.0 x W2.0 W.W.F. EXCEED 36 TIMES SLAB THICKNESS WIDTH IN INCHES. �. IMULLA@PLUSGROUPCE.COM .. 1-#4 CONT. #4 @ 1 #4 CONT. 1'-C 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED T.O. SLAB EL. CIVIL ENGINEER xo X x µLL- - x x x X —X X X ° x x X. AT A MAXIMUM SPACING IN INCHES OF 36 TIMES SEE PLAN EL. (SEE PLAN) z x a d' THE SLAB THICKNESS. JOINTS SHALL BE SAWED NO FOR DIM. WATERSTOP ° :° D ° LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. JEFFREY T. BUTLER P.E. P.C. T.O. SLAB EL. #4 @12" 206 LINCOLN STREET RIVERHEAD NY 11901 OL 3. GRAVEL OR CRUSHED STONE BASE SHALL BE EL. (SEE PLAN) T.O. SLAB EL. '��/j��/j ° T.O. SLAB EL. TELEPHONE 631-208-8850 - x .. EL (SEE PLAN COMPACTED TO 95% OF MAXIMUM DENSITY AT EL. (SEE PLAN) . ) JEBUTLAOL.COM° ° . x ° @ /\-fi2 j \,��/� / / //\/� d \\\\�// OPTIMUM MOISTURE CONTENT. SEE PLAN \ \ D VAPOR BARRIER FOR SLAB `� 1'-0" \\��\�\ \ z ° ° \\j�\\�� THICKNESS g STRUCTURAL ENGINEER ,/ 10 MIL POLYETHYLENE ///, 2- 4 TOP & 1'-0" 1'-0" w —'JN['� .�� 'FEED VAPOR BARRIER. • . \�jj\�j` 6" GRAVEL OR (TYP) # "' °- ° CRUSHED STONE CONC. WALL BOT. CONT. So" -ILL �6" Q. STEP LESS THAN OR EQUAL STEP GREATER THAN ROBERT SILMAN ASSOCIATES UNDISTURBED SOIL is"x 2" COLLAR TO SLAB THICKNESS 88 UNIVERSITY PLACE NEW YORK NY 10003 6" GRAVEL OR OR FILL � •� ° � SLAB THICKNESS CRUSHED STONE ALL AROUND TELEPHONE 212-620-7970 FAX 212-620-8257 ', ON GRADE OPPENHEIMER@SILMAN.COM SLAB—ON—GRADE & WALL INTERFACE FOR INSIDE — — { --- — --I—..- ---q PIPE DIAMETER, SEE TYPICAL DETAIL STEP IN SLAB ON GRADE UTILITY/PIPING REVISIONS DWGS. TYPICAL DETAILS SLAB ON GRADE ° ° ROLLED R OR PIPE ADDITIONAL BARS AT WITH Ya MIN. WALL THK. PIER REINFORCING SCHEDULE (OP �5 OPENING. NOTE: SPACE ADJACENT TO PIPE SLEEVES f A MINIMUM DISTANCE APART. EQUAL PIER MIN. VERTICAL CLOSED PROVIDE ADDITIONAL BARS TO WALL THICKNESS. PARALLEL TO SIDES OF OPENING, SIZE BARS TIES EQUAL TO AREA OF INTERRUPTED TYPICAL DETAIL 16" x 16" 4 - #6 #4 © @10"o/c BARS. 2-#5 MIN. 18" x 18" 4 - #6 #4 © @12"o/c (EACH FACEROFDDIAONAL PIPE SLEEVE IN CONCRETE WALL 20" x 20" 8 - #5 #4 @10"o/c 22" x 22" � DEVELOPMENT #3 @12"o/c. EACH WAY 12 MAX. 24" x 24" 8 - #6 #4 @12"o/c LENGTH 4 U.N.O. THREADED ROD WITH 26" x 26" _ 3" CL. 1'-0" HOOK OR DRILLEDNOTES: 1. HOOK ALL BARS INTERRUPTED BY OPENING. 11 28" x 28 8 - #7 #4 @12'o/c OF �F�/l�y IN #3 DOWEL ALTERNATE 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT RA Ob (SEE NOTE 3) .. 30" x 30" BENGTHL STORYBEYOND OPNG., VERTICAL BARS TO ° 36 x 36" 12 - #7 #4 @12 o/c M. A NOTE: REINFORCING SHALL BE NO LESS THAN SCHEDULED ° UNLESS NOTED OTHERWISE. TYPICAL DETAIL ZNF Thr: assT�?J' f� ROUGHEN TO Y4"AMPLITUDE OPENINGS IN CONCRETE WALLS 0- OR COAT CONTACT SURFACE 3" CLR. WITH LATEX BONDING AGENT AT SUPPORTED SLAB AT SLAB ON GRADE aa NOTES: a 1. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. BOTTOM a Z PIER & REINFORCING CONC. FOOTING (TYP.) 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH f'c = 4,000 PSI. IN EACH d a4 PIER REINFORCING DIRECTION SEE SCHEDULE 3. THREADED RODS TO BE 3/"DIA. A-36 STEEL IN EXPANSION INSERTS @18"o/c SEE d ALL AROUND, AS ALTERNATE USE #3 DOWEL EMBEDDED 17' IN HILTI SYSTEM SCHEDULE a HY-150 ADHESIVE OR APPROVED EQUAL. WIDTH WIDTH STANDARD71 DOWELS 3" CLR. ° ° HOOK TYPICAL DETAIL EQUIPMENT PAD a (TYP.) -04 2" CLR. TYP. REINFORCED ' DEPTH CONCRETE a ` • • • PIER @ a ° a B.O. FOOTING CENTERLINE OF ° EL. (SEE PLAN) CONC. FOOTING S CLR. I This drawing is an instrument of professional SEE PLAN & I service and shall remain the property of Leslie SCHEDULE LENGTH LENGTH I Gill Architect whether the project for which it is P LAN D ETAI L prepared is executed or not. No changes, TYPICAL INDIVIDUAL SQUARE additions, or deletions may be made except by Leslie Gill Architect. This drawing shall not be FOOTING REINFORCING reproduced by anyone for other projects, for additions to this project, or for completion of this INDIVIDUAL FOOTING SCHEDULE project by others without written consent. MARK FOOTING SIZE BOTTOM REINFORCING DOWELS REMARKS ©Copyright 2011 Leslie Gill Architect LENGTH X WIDTH DEPTH LONG BARS SHORT BARS F1 SEE PLAN 1'-0" #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. DRAWING F3 3'-0 x 3'-0" 1'-0" 3 - #5 3 - #5 1 4-#6 BARS TYPICAL DETAILS II LOT 2 HOUSE SCALE AS NOTED DATE 6130/11 Sm201 LESLIE GILL ARCHITECT WF COLUMN. SEE PLANS WF COLUMN, SEE MILL BOTTOM OF COLUMN I OR SCHEDULE FOR SIZE. I WT SAME SIZE AS PLANS SIZE SCHEDULE BEARING PLATE W/ 4" II 1/2" BEARING PLATE. COLUMN SECTION A325 BOLTS (2 EACH SIDE). 3/4" DIA. A 325 BOLTS 1 (MINIMUM). (LENGTH AND ISSUE FOR CONSTRUCTION EACH SIDE LENGTH AND WIDTH AS (2 EACH SIDE). I WIDTH AS REQUIRED). REQUIRED, MINIMUM PLATE SOLID FULL DEPTHTHICKNESS TO MATCH FLANGE BLOCKING 3x3xY4"x0'-0" LONG I THICKNESS OF BEAM BELOW II PROJECT I I WOOD MEMBER II II MILL BOTTOM OF COLUMN. STIFFENER PLATE EACH SIDE OREGON LANDING II RESIDENCE TO MATCH FLANGE THICKNESS I I I ii OF COLUMN ABOVE. WELDS TO 6213 & 6291 OREGON ROAD BEAM WEB SHALL HAVE STEEL PLATE WITH WT STIFFENER EACH CUTCHOGUE NEW YORK 11935 CAPACITY TO CARRY ENTIRE li (4)—%4" 0 A325—SC COLUMN LOAD SIDE TO MATCH COLUMN BOLTS (MIN.). MINIMUM ABOVE. WELDS TO BEAM ii ii PLATE THICKNESS TO WEB SHALL HAVE CAPACITY PIPE COLUMN i OR TUBE I I ii MATCH FLANGE TO CARRY ENTIRE COLUMN it THICKNESS OF BEAM V LOAD. ARCHITECT ABOVE _G _. TYPICAL DETAIL STIFFENER PLATE 5>7 2—%'NICKTHREADS307 BOLTS, -APICAL DETAIL FOR BEAM TYPICAL DETAIL STIFFENER PLATE LESLIE GILL ARCHITECT PREVENT BACK-OFF. AT BEAM SUPPORTED COLUMN 63 GREENEST. NEW YORK NY 10012 CONTINUOUS OVER COLUMN AT BEAM SUPPORTED COLUMN TELEPHONE 212-334-8011 FAX212-334-8046 :i Eye 4" STEEL TUBE INFO@LESLIEGILL.COM 1111110. 1 1 A 1-5/8" DIA, A307 THRU—BOLT I TYP. M TYP. I I MEP/FP ENGINEER Y" VI I ► BACKER BAR (TYP.) PLUS GROUP ENGINEERING PLLC P LAI�1 i i 2" 2" I 1 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 I 1 I TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM TYPIC�{`L STEEL COLUMN BRACING � � � . N �;T WOOD FRAMED LEVELS STIFFENER PLATE EACH ( lt77f II I CIVIL ENGINEER SCALE: 1 -1/2"= 1'-0" SIDE. THICKNESS TO I I I 1/4!' 1/4 MATCH COLUMN FLANGE I I `� ,� JEFFREY T. BUTLER P.E. P.C. BELOW 2Y2" I I TEL EP ONE 631LINCOLN 2 08 8850EET ERHEAD NY 11901 1 I LVL/PSL/LSL BEAM JEBUTL@AOL.COM I I 3/8" BENT STEEL SADDLE PLATE STEEL PLATE WITH ERECTION BOLTS A 3g" END PLATE Ya (4)—Y;' 0 A325—SC BACKER BAR (TYP.) (4Yz" WIDE ® 3Y2' WIDE BEAM DETAIL A — A STRUCTURAL ENGINEER BOLTS (MIN.). MINIMUM PLATE THICKNESS TO 8Y" WIDE ® 51'4' WIDE BEAMS) — MATCH FLANGE BYEAR BOLTO BE CARRIED — BY WELD ROBERT TO BE CARRIED ROBERT SILMAN ASSOCIATES \ COLUMN THICKNESS OF BEAM ABOVE 88 UNIVERSITY PLACE NEW YORK NY 10003 I �?� I BASE PLATE TELEPHONE 212-620-7970 FAX 212-620-8257 TYPICAL DETAIL FOR BEAM TYPICAL DETAIL FOR WELDED TYPICAL DETAIL OPPENHEIMER@SILMAN.COM = CONTINUOUS OVER COLUMN MOMENT SPLICE OF BEAM OVER BEAM LVL/PSL/LSL BEAM CONNECTION TO STEEL POST REVISIONS cn :S BOTTOM ELEVATION I I o 1'-0" OF BASE PLATE _, IL U • • :- • • TOP OF FOOTING II t = SEE SCHEDULE 16" TYPICAL PIER OR BUTTRESS 4 STEEL BEAM I III1 Y" GAP (PROVIDE SHIM WHEN NOTE: LEVELING 3/4' DIA. F1554 A36 HEADED BOLT LAYOUT BEARING, SHEAR OR PARTITION WALLS PLATES ARE NOT BOLTS. .TOBED WITHIN 4„ DETAIL A - A ARE LOCATED ABOVE BEAM.) PERMITTED. 3" OF BOTTOM OF N' (COUNTER—BORED, FOOTING. A307 BOLTS, STAGGERED AND 2—Y2" 3/8 A307 THRU BOLTS, SUBFLOORPROVIDE 2'-8" ON CENTER NICK THREADS TO PRIVENT A F� TOP AND BOTTOM WOOD POST— S€€ PLAN @ACK—OFF; _ _ _ FOR SIZE. --- p — =-- _ _ ~----_ — T.O. JOIST 2—%8" % A325 SC BOLTS, COLUMN L_ __ __ 7'x4"x3/" ANGLES I . + BASE PLATE i i STEEL BEAM— SEE PLAN N, T.O. STEEL BEAM • O }� Q . + ANCHOR BOLT i F I f6rr T — 1 Y2 TY F). - TYPE A A wi � � e , -- � -- PSL OR ANTHONY POWER TJI/LVL FLOOR JOISTS POST BASE BEAM BLOCKING ! SIMPSON PLATE SCHEDULE FACE MOUNTED HANGER (IUT ® WOOD FLOOR FINISHES. SIZE M1U ® STONE/TILE FLOOR FINISHES.) MARK B D T ANCHOR BOLTS TYPE REMARKS TYPICAL CONNECTION OF WOOD POSTS A 10" 10" 1" (4)-3/4" F1554 A TYPICAL AT TYPICAL DETAIL 4x4 POST TYPICAL AT LVLZTJI TO STEEL MEMBER ON STEEL BEAMS B 14" 14" 1° (4)-3/4"� F1554 g 8x8 POST SCALE: 1-1/2"= 1'—OP SCALE: 1"= 1 '-0" This drawing is an instrument of professional service and shall remain the property of Leslie Gill Architect whether the project for which it is -- prepared is executed or not. No changes, additions, or deletions may be made except by Leslie Gill Architect. This drawing shall not be reproduced by anyone for other projects, for additions to this project, or for completion of this F057 ��tcj j��,,, "r project by others without written consent. __`s i 7U5E POST © Copyright 2011 Leslie Gill Architect DRAWING TYPICAL DETAILS III LOT 2 HOUSE SCALE AS NOTED DATE 6/30/11 S -202 LESLIE GILL ARCHITECT 1/4" CAP PLAT SHEAR PLATE SHEAR PLATE 1/4" MINIMUM. 1/4" MINIMUM. PLYWOOD FINISH FLOOR STEEL BEAM STEEL BEAM 1/2" _ _ _ _ SEE ARCH. DWG. ISSUE FOR CONSTRUCTION 3/16 1/4 CAP PLATE . — . . — . . . — — , — — . . — . I I[ r-11 11 z Y-z , z z z 17. I I I I i L L + I I I I + 3/16 All I I + / PROJECT +. II II + II + OREGON LANDING II RESIDENCE 1/2" I I + 6213 & 6291 OREGON ROAD LVL; DEPTH TO TRUS JOIST TJI CUTCHOGUE, NEW YORK 11935 1/2" DIA. COUNTER—BORED, = TJI DEPTH SEE PLAN A307 BOLTS. STAGGER AND PROVIDE 2'-0" ON CENTER STEEL BEAM I I TOP AND BOTTOM. TYPICAL DETAIL ARCHITECT 1/4 i i 1/4 JOIST PARALEL TO INTERIOR STEEL BEAM LESLIE GILL ARCHITECT 4" 4" 63 GREENE ST. NEW YORK NY 10012 �—PIPE/TUBE COLUMN PIPE/TUBE COLUMN NOTE: TELEPHONE 212-334-8011 FAX 212-334-8046 CAPACITY OF CONNECTION TO BE - — — — — — — —— —— INFO LESLIEGILL.COM BASED UPON REACTION AS DETERMINED FROM AISC UNIFORM LOAD TABLE. _ TYPICAL DETAIL J MEP/FP ENGINEER J J 0 I o PLUS GROUP ENGINEERING PLLC I— – – 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 STEEL_ BEAM TO STEEL PIPEZTUBE COLUMN CONNECTION TELEPHONE 212-233-2700 FAX 212-233-2727 1/4" BENT STE I I IMULLA@PLUSGROUPCE.COM SADDLE PLATE OAK BLOCKING CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 1/4" I I TELEPHONE 631-208-8850 STEEL COLUMN JEBUTL@AOL.COM I STRUCTURAL ENGINEER TYPICAL LVL GIRDER CONNECTION TO ROBERT SILMAN ASSOCIATES SINGLE-LIFT STEEL COLUMN 88 UNIVERSITY PLACE NEW YORK NY 10003 SCALE: 1"= 1'-0 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS COLUMN CONTINUES UP COLUMN CONTINUES UP 2 WHERE REQUIRED WHERE REQUIRED SHEAR PLATE SHEAR PLATE TT�T 9 MIN. w/ NO OF -4 A325—N BOLTS 8' MIN. w/ NO OF A325—N BOLTS CAP PLATE — MATCH I I I I AS REQ'D FOR LOADS ® WIND FRAMES I ( I I AS REQ'D FOR LOADS ® WIND FRAMES BM FLO THICKNESS (MIN) I I I I (SEE EMH5) I I I I (SEE EMH5) II II STEEL BEAM STEEL BEAM CAP PLATE — MATCH II II BM FLG THICKNESS (MIN) to I I I ® OF NEIA/ la 0 A 1/4 I 1/4 1/4 i 1/47 BACK UP BAR Jx1 BACKER BAR (TYP.) i i BACKER BAR (TYP.) M TUBE COLUMN TYP' YTUBE COLUMN NOTES: 45 DIA. 1. ALL BOLTS TO BE HIGH—STRENGTH, SLIP CRITICAL. 2. PROVIDE SLIP CRITICAL BOLTS IN WEB FOR BEAM OR GIRDER REACTION. 3. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY. CONTRACTOR SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE 6. 4. AT TOP FLANGE IF BACKING BAR IS USED: PROVIDE CONTINUOUS FILLET WELD TO BACKING BAR AND REMOVE RUN—OFF TABS. AT BOTTOM FLANGE IF BACKING BAR IS USED: REMOVE BACKING BAR This drawing is an instrument of professional AND RUN—OFF TABS AND REPAIR USING CONTINUOUS FILLET WELDS. service and shall remain the property of Leslie 5. CONNECTION TO BE DESIGNED FOR THE GREATEST POSSIBLE MOMENT CAPACITY OF EITHER THE BEAM OR COLUMN WHEN VALUES ARE NOT PROVIDED BY ENGINEER. Gill Architect whether the project for which it is THE LOWER VALUE WILL GOVERN AND SHOULD BE SHOWN/PROVIDED ON SHOP DRAWINGS prepared is executed or not. No changes, OR IN THE SUBMITTED DESIGN CALCULATIONS. additions, or deletions may be made except by 6. SEE TYPICAL LATERAL FRAME ELEVATION LEGEND ON RC—S1.05 FOR INFORMATION ON CONNECTION DESIGN FORCES Leslie Gill Architect. This drawing shall not be reproduced by anyone for other projects, for additions to this project, or for completion of this TYPICAL DETAIL MOMENT CONNECTION @ TUBE COLUMN project by others without written consent. © Copyright 2011 Leslie Gill Architect DRAWING TYPICAL DETAILS IV LOT 2 HOUSE SCALE AS NOTED DATE 6/30/11 S =203 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING 't WHEN SHEATHING THICKNESS EXCEEDS V. 2X- �p WALL AT HEN SHEATHING THK:KNESS EXCEEDS 3S, �' J I S i �5..TAILS TRIM SHEATHING TONGUE AT RIV BDMD 19' ON-CENTER M SHEATHING TONGUE AT Poi) BOARD ALLOWABLE HOLES - TJI® JOISTS LOAD BEARING OR SHEAR WALL ABOVE INTERMEDIATE BEARING PROJECT PLATE NAIL- 160(0.135' X3)4')AT 1G P TE NAIL- IgD(0.135 X (MUST STACK OVER WALL BELOW) �A MIN. DISTANCE FROM TABLE A MIN.DISTANCE FROM TABLE B ,y2• HOLE MAY BE CUT 374')AT 1T-ON-CENTER NO LOAD BEARING WALL ABOVE NO FIELD DO NOT CUT HOLES ON-CENTER- LOAD FROM CUT HOLES LARGER THAN 114' IN ANYWHERE IN WEB OUT- WEB REQUIRED E CH ABOVE IN HATCHED CANTILEVER SIDE OF HATCHED ZONE OREGON LANDING 11 RESIDENCE PLATE NAIL PLATE NAIL FLOOR PANEL NAIL- BD(0.131' X 7�i') AT BLOCKING PANEL ZONES 8 ON-CENTER. FLOOR PANEL NAIL- REQUIRED EACH SIDE 6D(0.131• X 2)4')AT AT B3W BLOCKING PANELS MAY DO NOT K ON-CENTER 2X4 MINIMUM SQUASH BE REQUIRED WITH CUT OR NOTCH FLANGE. BLOCKING PANEL BLOCKS S" WALLS"B°'� ' ys" 'K •' 6213 & 6291 OREGON ROAD YLLMBERRRAR��•oR + 6}BELOW(SEE DETAIL CUTCHOGUE NEW YORK 11935 XX�� 6' L, 2 x D, 0, CLOSELY GR UPED ROUND L 2,L= O2 -'r. t 1 Yi nMBER5IRANTf L51 OR + (LEVEL Alb'RIM BOARD.• ,� YNIMUM HOLES ARE PERMf1TED IF MINx1U11 17 jMETER MEETS REQUIREMETHE GROUP NTS FOR i TOE NAIL TOE NAIL- 100(0.128 X T)AT 8 MIN. TOE NAIL - 10D(0.128 X T)AT 8 B1 BIW y18 1 (APPLIES � KNOCKOUTS) ROUND OR SQUARE ON-CENTER HOLES. TOE NAIL ON-CENTER+ BOON NAILING- WEB STIFFENERS DO NOT 2X4 MINIMUM TABLE A - END SUPPORT + 8D 0.',131' X 2X1) REWIRED EACH SIDE SQUASH BLOCKS CUT HOLES IN CANTILEVER TJI RIM JOIST AT 1 ON-CENTER• INSTALL PROPER BLOCKING TO SUPPORT ALL AT B1W AND 82W MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. *CONVENTIONAL CONSTRUCTION CODEPARa EDGES ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ARCHITECT MUST HAVE 1 MINIMUM JOIST 0 0 O O MINIMUM FOR USE WITH A3 ONLY. SEE J0 TJI m A3 A3.1 A3.2 A3.3 (LEVEL FRAMERS POCKET GUIDE FOR USE 2X4 MINIMUM SQUASH BLOCKS TO r T 4 5 etf r @'�' 11' 1T Y T 4 s � r $N 11• 1T Al ATTACH BLOCKING PER A3 DETAIL aA2 BEARING AT ENDS. ATTACH RIM A3.1 - A3.3 INSTALLATION SPECIFICATIONS. A3.4 «SEE (LEVEL FRAMERS POCKET GUIDE FOR B2 BRW B3 63W CS TRANSFER LOAD AROUND TJI a JOIST DEPTH ADDITIONAL INSTALLATION SPECIFlCJLTIONs. "° ''-p ,'_� 2'-d 2'-8 5`p V-p 1•-K 2•-K 3•-K 4'-K LESLIE GILL ARCHITECT JOIST PER A3 DETAIL Of 210 r-d V-K 2'-d 3•_d 5'-d r_p 2•_p 2•_8' 4'_p 5•_p 230 1'-d 2'-d z'-K 3'-K V-K 1'-d 2•-d 3•-d 4•-K s'-Ir 63 GREENE ST. NEW YORK NY 10012 380 1'-K 2'-d J'-d 4'-d 6'-0' 1'-K 2'-K 3'-K 5'-d 5'-K IY•71MBERSTWDP LSL OR ILEVE! 11P 110 1'-d 1'_d 1'-d 1'_d 2'_K T_K 5•-d t•_p ,•_p ,•_B• 2•_g• 4._K 4-6• 6•_p s DIAMETER MAXIMUM HOLE FOR IIW - 18 RIM BOARD.NAIL TO BLOCKING WITH 210 ,•_p ,•-p ,•_p ,•-15. 2._B• 3•_p 5•_B• ,._p ,•_p 2._p 3•_p 5•_p 5•_6• 6•_g• TELEPHONE 212-334-8011 FAX 212-334-8046 CONNECTIONS EQUIVALENT NAIL THROUGH 2X-CANTILEVER,WOOD BACKER AND rT DIAMETER MAXIMUM HOLE FOR 6'-O' LENGTH OF TJI•JOIST DEEP BLOCN(INC PANELS; 8 DIAMETER MAXIMUM 11TQ 230 1•-d t•-d t'-d 2'-d 3•-d J'-K W or 1•-d 1•-d 2'-d 3'-d 5'-K-5'-IS' 7'-d ;EB STIFFENERS tt'?.6• - 18 DEEP BLOCKING PANELS; 4'_T LENGTH OF 8 DIAMETER MAXIMUM HOLE FOR REINFORCEMENT AND FILLER FOR BBLOC IN PANELS 914• DEEP TE SHORTER TO FLOOR PANEL SCHEDULE. BLOCKING TJI +JOIST WEB WiTH 2 ROWS iDD 30D 1'_d 1'-d I'-K 2'-K 4_K 5'-d 7'-d t'_p ,•_p 2_g• 4_p g•_g• g•_K 7•_g• I'EOUIRED WIrI 5' DIAMETER MAXIMUM FOR BLOCKING 3i REINFORCEMENT ,Q,6' - 16' DEEP BLOCKING PANELS; BLOCK. USE 4'-0' LENGTH WITH THAN 17 LONG. 1 Y• TIMITSTRANO' 13L OR + ATTACH REINFORCEMENT TO JOIST WITH PANEL (0.148X3')NAILS AT 8 INFO@LESLIEGILL.COM IDEB �T EW PANELS 914' DEEP OR SHORTER THAN ON ONE SIDE AT E2, 8 DWAETER MAXIMUM FOR BLOCKING g>4' AND 1,?6'4TJI JOISTS. p0 NOT CUT FLANGES. ILEVB. 116"RIM BOARD. ONE 8D(0.131' %yf) NAL AT EACH ON-CENTER,CINCHED.USE 560 1'-d 1'-d 1'-6' 3'-d 5'-C` 5'-6' 6•-Cr I. 2•-d 3'-d 5'-d' 7•_d T-K e'_d BOTH SIDES AT E3 PANELS BV DEEP OR SHORTER THAN CORNER 16D(0.135- X 314')NAILS WITH 110 1•_d 1'_d 1'-d 1'_d 1'_d V-d 2•_K 5•_d 1•-d 1•-d 1'_d V-K 3•-K 4•-d 6•-d 8•-d tY LONG. *REINFORCEMENT FORCEMENT TO 3y TJI+ JOIST 210 V-d V-d V-d V-d t•-d ,'-K 3•-Or 6'-d I• cr 1•-d 1'-7 2'_p 4•_p 4-g• 6•_B• B•_g• (� DO NOT CLrr FLAuGES. ,7 LONG. ONE BD(0.131• X HORIZONTAL BLOCKING PANELS FLANGE WIDTHS. 14 230 t•-d t'-d 1'-Or 1'-d V-Ir 2'-d 3•-r 6•_g• 1•-d t'-d 1'-p' 2•-d 4•-d 5•-d 7•-d 9•-d 00 NOT CUT FIANCES. BETWEEN EACH JOIST.NAIL TO 360 t'-d 1'-d 1'-d t'-d 2'-6' 3'-d 5•-B' B'-d t•-d t'-d t'_p p•_g• y_g• g•_g• g•_p g•_g• 1 Y' TMBERSTRAND* LSLOR + T EACH CORNER TOP PLATE WITH CONNECTIONS 560 1'-d 1'-d 1'-d 1'-d 2'_K 3'-d 6'_d 9'-d 1'-d 1'-d V-K 3•-K 6•_K 7'_d 9•-d 0•-d %f (LEVEL 11G•RIM BOARD. EQUIVALENT TO FLOOR PANEL MEP/FP ENGINEER SCHEDULE. 210 1'-d 1'-d 1'-d t'-d t'-d V-d 1'-K 3-K a'_Gr 1'-d 1'-C` 1'-d ,•-d 2•-K 3•-K e'_6' e'-01 0•-K 1 YC TIMBERSTRANCT LGL OR + 17 LENGTH OF 3;• 230 1'-d t'-d 1•-d 1'_d 1•-d 1•-d 2•_d 4'_d e'-B' 1•-d 1'-d t'-d 1'-d 3'-d 3•-K 7'_p 91 a, ,•_p i (LEVEL 116'RIM BOARD. 75-' 380 p_p ,•_p p_p p_p p_p p_p 3•_p g._0• g•_p p_p p_p ,•_p p_p 4•_p g_p 9•_p p._p ,._�. PLUS GROUP ENGINEERING P L LC ATTACH REINFORCEMENT TO JOIST WEB WITH ONE IDET E5, F1 UNIFORMLAPPLIES O 55-0 t'-d ,'-d t'-d t'-d t'-d V-d 3•_d 6•-K 0'-d ,•-d 1'-d t'-d ,•-K 5'-d 6•-d o'_p p_p 2•-p3 ROWS 10D(0.148 X T)NAILS AT 8 BOTH SIDES AT E6 17 LENGTH OF ON LOADED JOISTS ON-CENTER,CINCHED.USE 2 ROWS WIM 95' FULL DEPTH VREINFORCEMENT ON 4• 5' K Y V 1V 12' t5 t7 4' S K 7 K td tY 75' tYCH REINFORCEMENT AND 1T'6'TJI+J05T5. BLOCKING BETONE SIDE AT E7, ONLY. 231 WEST 29TH STREET RM 706 NEW YORK NY TO JOIST WITH 8D (0.131• X 2W) BOTH SIDES AT E8 WOOD BACKER ..\N y� i8 360 1'-d 7'-0• 7•-7 7'-D' 7•-D• 2'-D• s•-o' D'-ar 7•-0• 7•-D' 7'-0- 3•-D• s'-o• o'-o• 1'-d 3'-6' TELEPHONE 212-233-2700 FAX 212-233-2727 NAILS AT 6' ON-CENTER.WHEN EACH JOIST 560 1'-d t'-d 1•-d t•-d ,'-d 1•-d 5•-d 1'-d t•-d 1'-Cr t'_g• 4•_p 6'-6• ,•_p 2•_p 4•_6• REINFORCING BOTH SIDES, STAGGER 380 V-Cr1'-d 11-Cr1'-d 1•-d 1•-d 2•-d 7•-d 0•-5 V-d 1•-d 1'-Or1'_p y_g• B•_p ,._g• 4•-O' 5'-K •tom 1 Y,• TIMBERSTRANd' Lx OR + ti�A� NAILS, timed�' LE55 THAN 5 LESS THAN s ►� 1." 2°' 5BO V-Cr ,'-Cr t•-Cr 1'-d 1'_d 1. 0* t•-d 7'-d t'-d t•-d t•-d 1'-d 1'-d 4'-d 9'-C t2'-6.4'-e' S'-e• IMULLA@PLUSGROUPCE.COM _ (LEVEL Ye'RIM HOARD. CLOSURE, FACE GRAIN @ TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT TYPICAL HORIZONTAL CIVIL ENGINEER E4 E5 E6 E7 ES F1 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT OE1 C11� E2 E3 0 NOT FOR USE WITH 31/'TJI®JOIS]T FLANGE WIDTHS \\\ JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 7 T 4' S' HK r EN 11' IS r T 4• s &V r BAs 1 11' IS JEFFREY T. BUTLER P.E. P.C. EXTERIOR DECK ATTACHMENT OPTION 01: WEB STIFFENER ATiACHMENT 110 1-6. 2-6. T-d 4-d 7•_5-' 1'-e• 2'-t I 3•-e• 5•-r 6•_e• STRUTJI+JOIST BLOCKING WITH END 9>q 210 2'-d 2'-K 3'-K 4'_K 7•_6' 2•_p 3•_p 4•_p B._p 7•_p 206 LINCOLN STREET RIVERHEAD NY 11901 SHEAh11NG�EXTERIOR APPLY SUBFLOOR ADHESIVE TO ALL BLOCKS INSTALLED AT 15 JOIST-SPAN DAA. 230 2'-K 3'-d 4'-d 51-d 8'-d 2•-K s-d 4-K 6'-K 7'-K CONTACT SURFACES LOCATIONS USING 7�" MINIMUM 360 N-d 4'-d 5•-K 6•-K 9•_0' S-d 4'-K 5•-dr 7'-K a--or TELEPHONE 631-208-8850 FILLER BLOCK:ATTACH WITH TEN BD(0.11 NAILS20R 274' MAXIMUM 110 1'-d V-d I•_K 2•-K 4'-d 4'-d a'-d 1'-d 1'-K 2'-K 4'-d 6•_K 7'-d 9'-d JEBUTL@AOL.COM IOD{0.128' %T) NAILS, FLASHING a 210 1'-d 1'-D 2'-d 3'-d 4'-6 6'-d 9'-d 1-d 2'-Cr 3'-p 46 7-6 g-p p'-p FLUSH BEARING PLATE REQUIRED. 2)4• SCREWS, iff 230 1•-d T-d 2•_K 3'-K 5•-0` 5--K 9'-K 1'_d 2'-K 3'-K 5•_d 8'-d 5•-K D'-d HANGER HEIGHT MUST BE A MINIMUM LUNCHED. USE TEN 160(ACH MAXIMUM Y' OVERHANG TYPICAL (1N FOR + THREE BD(0.115 X ) NAILS, OF BOIL OF JOIST DEPTH X ) BOX NAILS FROM EACH TREATED 2X_LEDGER TJI 560 CLINCHED.THREE 160 0.135 X 3)4') 36o 2'-d 3•-d 4'-d 5'_6• 7'-d 7'_K 1'_d 2'-d 3-K 5'-d 7'-d 9'-K 9'-K t'-d SID WITH 3}1 TJP JOIST BACKER BLOCK:INSTALL TIGHT PERMTITED AT BEAM. NAILS AT 56D V-K 3'-d 4•_K 5•-K 8'-d B'-K 2'-d Y-d 4•-K B•-d B•_d 0•-K 1'-d 2'-d FLANGE WIDTHS. USE FIFTEEN TO TOP FLANGE(TIGHT TO JOIST) W TJR JOIST FLANGE J�,A'��GER NAILS WITH TJM JOIST DEPTHS BOTTOM FLANGE WITH FACE 6 WIDTHS. IID V-d 1'_d V-d V-d 2•-d 2•-K 4•_6• e'-: V-d t'_p ,•_p 2•_g5•-p 6•_p 9•_p 2•_pGREATER THAN 15-. MOUNT HANGERS.ATTACH WITH `•t 1"� 210 1•-d 1'-d 1'_d 1'-d 2'-K J'-d 5'-d 9'-d V-d 1•_p T-or 3•-6• 6'_p 7'_p 0._p 2._6- SEE FASTENER t�TIMBERSTRAND WEB STFFENER EACH SIDE.SEE 14• 230 1'-d V-d 1--d 2•-0- 3•-d 3•-K 5•_K O'-d 1'-d 1•-d 2'-K 4•-d 6•-d 7•-K 0'-K 3•-d TEN 10D(0.12 X T) NAILS, TABLE BELOW. MAINTAIN LSL+OR(LEVEL+ 116• SIZES BELOWCLINCHED WHEN POSSIBLE. ;•'; 7 DISTANCE(MINIMUM) FROM RIM BOARD. OPTION/2: 360 1'_d 1'_d 2'-d 3•-K 5•-K 6'-d B'-K 2'_K 1'_d 2'-d 4'-d 5'-K 9'_d D•-d' 2'-d 4•-d STRUCTURAL ENGINEER EDGE OF LEDGER TO FASTENER. JOIST TRAPPNG INSALATIONS USING TWO 214' U TGNT FIT 560 1•_d V-d 1• 6' 3'-K 5'_K 6'-K 9•_K 3'-K t•-d' 3•-d 5'-d 7'_d 0•-0' 1'-0' 3'-67 5•-T210 1'-d 1'-d 1'_d t•-d 1'-d 1•-d3'-d5'-K1•_p t•_p ,,_p 2•_p 4•_K y_g• g•_g• y_6• 5•_6• SCREWS PER JOIST,TYPICAL 8 z3o -d t'-d t'-d 1-d 1'-K 2'-d 4'-d s'-K D-K V-d V-d 1'-Or 2'-K 5•-d 6•-d 0'-K 3TOP ELn.JGE ALLOWABLE LOAD FACTORED RESISTANCE LBS ROBERT SILMAN ASSOCIATES 360 1'-d 1'-d 1'-d 1'-d 3'-d 4'-d e'-K D'-d 3'-K 1'-d 1'_p 2'-U' 4•_p 7•_6• g•_K 3_p 4•_6• 7•-p BACKER BLOCK FASTENER ,Y4 TRIM BOARD ILEVEL 1J RIM BOARD OPTION 13: Sao 1'-d 1'-d t'-d t•-d 2'-K 3'-K 7'-d t'-d 5'-d t•-d 1'-d 3'-6' S'-6' 9'-d D•-d 4'-6• fi'-0' g'-d 88 UNIVERSITY PLACE NEW YORK NY 10003 BOTH SIDES OF WEB WITH FACE MOUNT HANGER SINGLE TJI JOIST LSL RIM BOARD DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE LAG BOLT 400/630 NA/NA. 4 5 K T 6 IT t7 1Y 1Y 4' 5 6' r 17-7-10' t2' 15 tY ,�;• x 2311 MINIMUM 2gli F %23fi MINIMUM TELEPHONE 212-620-7970 FAX 212-620-8257 LAG BOLT 475 750 400 575 18. 360 1•-d 1'-d 1'-d 1•-K 3'-d s'-d 9•-d s•-d 1•-d t•-K 4'-d s'-K 9'-d 4_K g._g• 9•_6• WEB STIFFENERS REQUIRED IF WfTH TOP FLANGE HANGERS, BACKER BLOCK (1)THIS FACTORED RESISTANCE 5 WITH A 3i` GAP B EN THE PoM BOARD AND DECK LEDGER WHEN SPECIFIED ON THE LAYOUT, ONE OF 21Ti �' X 13TH MINIMUM 560 V-d V-d 1•-d 1'-U' 2'_d 6•_d D'-d K_K V-d 3'-K e'-d e•-K t'-K a'-K e•-d D•-d 1�I SIDES OF HANGER DO NOT DH2 PB1 W 3T4' 2x4 360V-d 1'-d 1'-Cr1'-d 1'-0- 3•-d a'-d 1'-d 5'-s 1'-d ,•_d 1'_a• 4._p H JLATERALLY SUPPORT AT LEAST REQUIRED ONLY FOR DOWNWARD LOADS O O •ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. O THE ABOVE BRACING OPTIONS IS REQUIRED 2d 580 t•-d t'-d t'-d t'-d r-d 1•-K 5'-K 2•-d 6'-d 1'-d ,'-d 3'-d e'-d e•-a' 4-d n'-6.9•-K D'-K OPPENHEIMER@SILMAN.COM C:/// h• OF TJI• JOIST TOP FLANGE EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS, •CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE APPLICATIONS. RECTANGULAR HOLIES BASED ON MEASUREMENT OF LONGEST SIDE. • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE) OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. FASTEENING OF FLOOR PANELS FILLER AND BACKER BLOCK SIZES • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 1Y ON-CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. REVISIONS GUIDEIJUNES FOR CLOSEST ON-CENTER SPACING PER ROW • FOR SIMPLE SPAN (5• MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND HOLE MAY BE B'=a.1V11 �a I`l d COLUMN DETAILS TJI+1 RIM BOARD I)f TJ,+ JOISTS 110 210 230 OR 360 560 LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. NAIL SIZE 11D. 210, 360 AND %4" TIMBERSTRAND+LSL CROLLAM L PARALLAM+ Brit OR W, OR 14' OR grit OR 14' OR 18 OR 14 OR 18' OR AND 230 560 LEVEL+ TIMBERSTRAND+LSL OR WIDER PSL DEPTH 113¢ 14 11'5- 18 1134 16' 2(f 'IV 18 1 20' • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD CONDITIONS OR HOLE CONFIGURATIONS USE (LEVEL®TJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. Bd(0.131• x 2Yt) 4 T 8 4 T T 3 FILLER BLOCK(1) 2X8+)C 2X6 +3f 2X6 +) 2X8+)f 2X12+$ TWO BEARING FOR DOOR BEAM TO BEAM BEARING AT DETAIL H2 2X6 2XB SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING TWO 2% 2%8 2Xi2 BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL IDd((o.141fx T), 12d (0.146'x 31f') 4 4• s• 4 4 4• 4• ( ) 16d(0.162*x 3'f) er 1d 5-d 5-o g Hf CANTILEVER 2X6 2%10 2X6+NG 2XIO+ , 2X6+N 2XIC +1f 1yi' TIMBERSTRAr DT LSL DR 1 ONBE ROW OF FASTENERS PERMITTED(TWO AT ABUTTING PANEL EDGES)FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4 ON-CENTER SPACING AND TILLER LONG LONG SHEATHING SHEATHING SHEATHING SHEATHING NOT NOT ALLOWJABLE HOLES - HEADERS AND BEAMS ILEVEL4 IV RK BO',RD OR STRAP PER CODE IF TOP PLATE O (DETAIL E+) LONG LONG 4'-0' LONG 6'-D• LONG 4'-d LONG 6'-0' LONG APPLICABLE APPLICABLE BLOCKING FOR -1TF.R,.L IS NOT CONTINUOUS OVER MAI TAIM�N�3Tf• JOIST MD PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST 1.55E TIFMBERSTRAND®LSL HEADERS AND BEAMS SUPPORT C HEADER ()CANN BMCED TO a ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 13P (TO AVOID SPITTING). (I) OR�' 3i OR 3C 1' NET 2%6 2XB 2%12 (DETAIL Ft 2 X DIAMETER (M THE �.,, •RECOOMMENDED NAILING IS 17 ON-CENTER IN FIELD AND C ON-CENTER ALONG PANEL EDGE. •14 OA.STAPLES MAY BE SUBSTITUTED FOR 8D nR LARGES HOLE{MINIMUM) FASTEENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (O.I1T X •)NAILS IF MINIMUM PENETRATION OF 1' (1)IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN GAP AT TOP OF JOIST;SB:DETAIL W.FILLER AND HACKER BLOCK LENGTHS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING(1r 15 DDEPTH ALLOWED HOLE ZONE \� ABDVVE, INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. MINIMUM FOR BACKER BLOCKS AND 24• MINIMUM FOR FILLER BLOCKS). '�� \ •ILEVEEL RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS •MAXIMUM SPACING OF NAILS IS 18 ON-CENTER FOR -- -- --- -- -------- - �* TOP FLANGE HANGER '•' . I 1 BETWEEN PANELS AND FLOOR FRAMING. TJI+ JOISTS. r r; PROTECT UNTREA FOOD CAmLEYE AND EN BD EARINCS BY BLOCKING L- - - - - FACE MOUNT HANGER DIRECT CONUCT}�mi CONCRETE •NAILING ROWS MUST BE OFFSET AT LEAST)f AND STAGGERED. O O -------- ----------- a o 0 0 PANELS,HANGERS,OR DIRECT ATTACHMENT TO A HEADER OR BEAM MAXIMUM ROUND COLUMN I L1 L2 L3 SEE CURRENT ILEVEL ®LITERATURE 14 RIM BOARD OR RIM JOIST. DEPTH HOLE SIZE SAFETY BRACING(1X4 SY4-BY T FOR FRAMING CONNECTORS SILENT FLOOR+ JOIST FRAMING DOES ON-CMENTERAFORTON-CENTER 11010E JOISTS g 5 117'-11 6 336 NOT REQUIRE BRIDGING OR MID-SPAN AND ) 14-,s' 436 EXTENDED TO A BRACED END WALL. SEE ILLUSTRATION FOR ALLOWED HOLE ZONE BLOCKING E1 FASTEN AT EACH JOIST WITH GENERPAL NOTES MULTIPLE MEMBER CONNECTIONS TWO D(D.11T AND X 2V) NAILS MINIMUM ALLOWECD HOLE ZONE SUITABLE FOR HEADERS BEAMS WITH FOR TOP-LOADED BEAMS ��) (SEE WARNING). UNIFORMA AND/OR CONCENTRATED LOADS. 1Y- WIDE PIECES: •MINIMUM OF 3 ROWS IOD(0.128 %T) NAILS AT 1r • RDUN HOL ONLY O.C. • NO HOLLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. VV •MINIMUM OF 4 ROWS 100 (0.126' X T) NAILS AT, O.C. DO NOT BEVEL CUT ` Purl 7 � FOR 14 AND DEEPER BEAMS ELEVATED COLUMN JOIST H2 ELiA � ;t r✓y � " •IF USING 12D-16D(0,148'-0.167 DIAMETER) BEAM ON COLUMN COLUMN BASE BASE BEYOND INSIDE FACE Al RIM BOARD JOINT OTHERS (LEVEL ®TRIS JOIST � HEADERS AND BEAMS t't- ' 1. BE RING AT NAILS,THE NUMBER OF NAILING ROWS MAY BE CAP OF WALL. E2 BETWEEN JOISTS MICROLLAM +LVL DO NOT OVERHANG SEAT 1.3E TMBBERSTRAND+ AND PARALLAM 'PSL t1 REDUCED BY ONE. CUTS ON BEAMS BEYOND THE LSL HOLE;ZONE HOLE ZONE 2 X DIAMETER OF THE y5-pH COLUI�.1N A3 INSIDE FACE OF SUPPORT LARGEST HOLE(MINIMUM) r Iti', • WIDE PIECES: MEMBER. DO NOT CUT, NOTCH OR DRILL •MINIMUM OF 2 ROWS Jf BOLTS �� _--- --- HOLES IN HEADERS OR BEAMS �Z , AT 24 O.C. STAGGERED --7 �L7 1. �.i ,';:a.:r , >`- 7.;o-.:r: � ••_ L----- -----J ILLUSTRATIONS AND TABLES. - CEPT AS INDICATED IN I 1 LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE ;;°,X `;.:; "5-]s"'fit `•- 4 d /. BEAM WIDTH.OTHERWISE,USE CONNECTIONS FOR .' 7.+�1yK.;'' . .'; '• 0 0 o ±' SIDE-LOADED BEAMS. '� �'����~ TJI®rim joist CS e LEnMBERSTRM B LSL OR MICROLLAM +LVL AND (LEVEL+115- RIN BOARD. OPTIONAL PARALLAM 4-PSL HEADER OR BEAM MAXIMUM ROUND r:RIF ,OLUMN CAPACITY NON-SHRINK ADDITIONAL NAILING OR BOLTING MAY BE L3 I L5 1 AND BEAM BEARING c1n1:_I OADED MULTIPLE-MEMBiR P1 P2 P3 GROAT O ALLOWED HOLE ZONE DEPTH HOLE SIZE >H. SEE CURRENT L6 REQUIRED WITH --- O EVE€ LITERATURE NA& PRODUCT LITERATURE REFER TO CURRENT MIEDLE 15 SPAR 43i' t• L1 d 1.3E 11MBERSTRAND +LSL ALLOWED HOLE ZONE d B1 H1 SEE ILLUSTRATION FOR ALLOWED HOLE ZONE B2 GENER/AL NOTES Tile JOIST NAILING REQUIREMENTS AT BEARING . ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WTTH UNIFORM LOADS ONLY. TJI- JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI* JOIST 15 B3 (LOAD BEARING WALL ABOVE) • NO HO HOLES ONLY • NO HOLES IN CANTILEVERS. I* TIMBERSTRAND+LSL OR(LEVEL+ ONE IDD(0.128• X T) 1M' RIM BOARD. NAIL INTO EACH FLANGE OP NO HOLES IN HEADERS 0 B IN PLANK INA B4 USE B1 OR B2 AT orlE BD (0.115' x 2J4') NTERMEDIATE BEARINGS WIT NAIL EACH SIDE. DRIVE LOAD BEARING OR SHEAR WARNING NAILS AT AN ANGLE AT WAIL FROM ABOVE LEAST 1V FROM END. END N TERLNE JOISTS TIPS AT CENJOISTS ARE UNSTABLE UNTIL BRACED LATERALLY ALSO SEE DETAIL B2ELF SUPPORT - BRACED END WALL- BRACING INCLUDES: 134' MINIMUM BEARING AT END SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, !"- SEE NOTE 3 UNDER SUPPORT;314W• SUPPORT MINIMUM AT BUT MAY NOT BE REQUIRED. ` WARNING •BLOCKING •SHEATHING •STRUT LINES INTERMEDIATE •HANGERS •RIM BOARD •RIM JOIST T; SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED t{1 SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO VERTICAL LOADS(DETAILS B, AND B2). PACKING DUT THE FLOOR PANEL NAILING SCHEDULE WEB OF A TJ? JOIST(WITH WEB STIFFENERS) IS NOT A ' ,l SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS. RIM TO TJI® JOIST - WHEN JOISTS ARE DOUBLED AT NDN-LOAD BEARING . / Is drawing is an instrument of professional 374' WIDE TJI®RIM JOIST: PARALLEL PARTTTIONS,SPACE JOISTS APART THE WIDTH t1±TMBERSTRAID+ LSL OR ILEVET TOE NAIL WITH 10D OF THE WALL FOR PLUMBING OR HVAC. ' , service and shall remain the property of Leslie IV RIM BOARD DR 13;' WIDE AI (0.128 X T)NAILS,ONE !/, RIM JOIST: ONE 100(0.128• %T) EACH SIDE OF TJI+ JOIST ADDITIONAL JOIST AT PLUMBING DROP(SEE DETAIL). L4 �•: ••• - ��� EXTERIOR DECK DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS THAT ARE DO NOT STACK BUILDING MATERIALS Gill Architect whether the project for which it is NAIL INTO EACH FLANGE FLANGE 3' WIDE TJM ' FLOOR JOIST ' ' ':' `-. UNTIL BRACED. LYING FAT. ON UNSHEATHED JOISTS. STACK ONLY LA ATTACHMENT INJURY MAY RESULT. OVER BEAMS DR WALLS• prepared is executed or not. No changes •• 4� Y 2)16 -2 W, WIDE4TJI RIM %.,• •. • '•••' SHEATHING JOIST:ONE 18D(0.135 X W) DO NOT USE SAWN LUMBER �IM JOIST additions, or deletions may be made except by NAIL INTO EACH FLANGE WIDE TJI+ FOR RIM BOARD OR WARNING NOTES; 1-Y; MINIMUM BEARING TOP VIEW BLOCKING,SHRINK AS IT MAY LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN SERIOUS Leslie Gill Architect. This drawing shall not be AFTER LOCATE RIM BOARD JOINT BETWEEN JOISTS. INSTALLATION, USE ONLY ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: PROTECT UNTREATED WOOD ENGINEERED LUMBER reproduced by anyone for Other prOJECtS for FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES 1.ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJI®JOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. BEAM ATTACHMENT AT BEARING SHIFTED JOIST ADDITIONAL CONCRETE lJ2r2. ESTABLISH(A PERMANENT DECK(SHEATHING), FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY OR BRACED END WALL additions to this project, or for com letion of this PLUMBING DROP JOIST AP KNOCKOUTS AT H3 3. SAFETY BRACING OF 1X4 MINIMUM MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA AND TO EACH JOIST. P t p APPROXIMATELY 17 (MINIMUM) ON-CENTER 4. SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJI+ JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. project by others Without Written consent. I)r TIMBERSTRAND+ LSL OR 5. ENDS OF CANTILEVERS REQUIRE SAFETY BRACING ON BOTH THE TOP AND BOTTOM FLANGES ILEVEL* 11E RIM BOARD. 6.THE FLANGES MUST RETAIN STRAIGHT WITHIN 1/2' FROM TRUE ALIGNMENT. BEARING PLATE TO BE � � TRUS JOIST FLUSH WITH INSIDE FACESilent Floor® ©Copyright 2011 Leslie Gill Architect DRIVE NAILS AT AN SEE FRAMING PLAN(IF APPLICABLE)OR OF WALL OR BEAM ANGLE TO MINIMIZE ILEVEL RRAMER'S POCKET GUIDE FOR -Weyerhaeuser,!Level®,MiCrollame,Parallame,Silent Floore,TimberStrande,TJI®,and Trus Joist®are registered IMUM END AND INTERMEDIATE T71.25;ONE 10D (0.128' X T)NAIL SPLMIN SPLITTING OF PLATE BEARING LENGTHS. trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. EACH SIDE OF MEMBER AT BEARING, IV MINIMUM FROM END February 2009 Reorder TJ-4015 DRAWING This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. TYPICAL DETAILS V LOT 2 HOUSE SCALE AS NOTED DATE 6130111 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PLUMBING LEGEND GENERAL NOTES PROJECT SYMBOLS ABBREVIATIONS 1. VERIFY THE LOCATIONS AND SIZES OF EXISTING PIPING IN THE FIELD AND IF ANY DISCREPANCIES OCCUR WITH CONTRACT DRAWINGS, NOTIFY PLUMBING ENGINEER OREGON LANDING II RESIDENCE SYMBOL DESCRIPTION SYMBOL DESCRIPTION PRIOR TO COMMENCEMENT OF WORK. 2. DO NOT INTERRUPT ANY SERVICES OF THE EXISTING BUILDING NOR INTERFERE 6213&6291 OREGON ROAD --- SAN---- SANITARY PIPING BELOW GRADE AD AREA DRAIN WITH THE SERVICES IN ANY WAY WITHOUT WRITTEN PERMISSION FROM THE CUTCHOGUE, NEW YORK 11935 BUILDING MANAGER. INTERRUPTIONS SHALL BE AS BRIEF AS POSSIBLE AND ONLY AT DESIGNATED TIMES. SAN SANITARY PIPING ABOVE GRADE Al AIR INTAKE 3. UNDER NO CIRCUMSTANCES WILL THE PLUMBING CONTRACTOR OR HIS WORKMEN BE PERMITTED TO USE ANY PART OF THE BUILDING AS A SHOP EXCEPT AREAS SPD SUMP PUMP DISCHARGE ARCH ARCHITECTURAL AS DESIGNATED FOR SUCH USE BY THE CONTRACTING OFFICER. ARCHITECT REMOV ------------------ VENT PIPING BFP BACKFLOW PREVENTER 4 AND AS DIRECTED.ED . FROM PREMISES AND SITE AT THE END OF EACH WORK DAY LESLIE GILL ARCHITECT ST STORM WATER PIPING BLDG BUILDING 5. STORE MATERIALS IN DESIGNATED SPACES. 63 GREENE ST. NEW YORK NY 10012 6. COORDINATE NEW WORK WITH OTHER TRADES AND EXISTING FIELD CONDITIONS. TELEPHONE 212-334-8011 FAX 212-334-8046 IW INDIRECT WASTE CFRD CONTROLLED FLOW ROOF DRAIN THE PLUMBING CONTRACTOR SHALL PAY ALL FEES, GIVE NOTICE, FILE NECESSARY INFO@LESLIEGILL.COM 7. DRAWINGS AND OBTAIN PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN -•-•-•------- COLD WATER PIPING CLG CEILING CONNECTION WITH WORK UNDER THIS CONTRACT. HE SHALL COMPLY WITH LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS AND WITH THE NYC BUILDING CODE. MEP/FP ENGINEER - - - - - - HOT WATER PIPING CODP CLEANOUT DECK PLATE 8• THE EXISTING SYSTEMS HALL BE LEFT IN PERFECT WORKING ORDER UPON COMPLETION OFWO PLUS GROUP ENGINEERING PLLC HOT WATER RETURN PIPING COWP CLEANOUT WALL PLATE 9. LOCATIONS AND SIZES OF EXISTING PIPING ARE APPROXIMATE. 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 CW DOMESTIC COLD WATER PIPING 10. NEW WORK AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND MADE READY IMULLA@PLUSGROUPCE.COM TP TRAP PRIMING PIPING FOR USE. G GAS PIPING DIA DIAMETER 11. BEFORE SUBMITTING A PROPOSAL, BIDDERS SHALL VISIT AND EXAMINE CAREFULLY CIVIL ENGINEER THE AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE DIFFICULTIES THAT WILL ATTEND TO EXECUTION OF JEFFREY T. BUTLER P.E. P.C. — HOUSE CONTROL VALVE DIM DIMENSION SUCH AN OCH UEOCONSTRUED EVIDENCE THAT EXAMINATION HASBEENMADE AND LATER CLAIMS WILLNOT BE206 LINCOLN STREET RIVERHEAD NY 11901 —>4— RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE TELEPHONE 631-208-8850 = SHUT-OFF VALVE DN DOWN OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN AND AN JEBUTL OL.COM EXAMINATION BEEN MADE PRIOR TO PROPOSAL. —�-- CHECK VALVE DR DRAIN 12. PLUMBING CONTRACTOR SHALL COORDINATE ALL TIE-INS, PLUS REMOVALS WITH GENERAL CONTRACTOR AND OWNER'S SCHEDULE. - PRESSURE REDUCING VALVE DWG DRAWING 13. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. 1 STRUCTURAL ENGINEER RESTORE EXISTING WORK DISTURBED WHILE INSTALLING NEW WORK TO BALANCING VALVE GWH GAS-FIRED WATER HEATER ACCEPTABLE CONDITION AS DETERMINED BY THE PLUMBING ENGINEER. ROBERT SILMAN ASSOCIATES 14. PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN THE 88 UNIVERSITY PLACE NEW YORK NY 10003 —�� COCK VALVE FAI FRESH AIR INLET WATERPROOFING INTEGRITY OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPES, PLUMBING WORK, AND EQUIPMENT. TELEPHONE 212-620-7970 FAX 212-620-8257 15. DIMENSIONS SHOWN ON DRAWINGS ARE BASED ON PRELIMINARY DATA. THE PLUMBING OPPENHEIMER@SILMAN.COM SOLENOID VALVE FD FLOOR DRAIN CONTRACTOR TO COORDINATE ALL DIMENSIONS, ELEVATIONS AND CONNECTION REQUIREMENTS FOR FINAL CONNECTIONS. REVISIONS THERMOSTATIC MIXING VALVE FE FLUE EXHAUST 16. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL LOCATION OF ALL EQUIPMENT. - -- GAS PRESSURE REGULATOR F.F. FINISH FLOOR 17. PLUMBING WORK SHALL BE IN STRICT CONFORMITY WITH THE NYC PLUMBING CODE AND AUTHORITIES HAVING JURISDICTION AND THIS PROJECT'S SPECIFICATIONS. Imo— VALVE IN VERTICAL FL FLOOR 18. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, ANGLE VALVE FS FLOOR SINK BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL FROM THE PLUMBING ENGINEER. C PIPE DROP OR DOWN G GAS PIPING 19. PLUMBING MATERIAL AND INSTALLATION SHALL BE PROVIDED IN ACCORDANCE WITH THE BUILDING STANDARDS. PIPE CONNECTION, TOP HB HOSE BIBB 20. DRAINAGE AND VENT PIPING SHALL BE TESTED BY PERFORMING WATER TEST: NO LEAKS FOR TWO HOURS UNDER 25 FEET WATER PRESSURE. COLD AND HOT WATER PIPES SHALL BE TESTED FOR 3 HOURS AT PRESSURE 150 PSI. .. PIPE CONNECTION, BOTTOM HW DOMESTIC HOT WATER PIPING O PIPE RISE OR UP HWR DOMESTIC HOT WATER RETURN PIPING P TRAP I INVERT ELEVATION _.._............_.._.....---.:µ..._........__._.,,.......__---....._......._..___._._._._._.................-----........_..._..............................._-............__....__............._._......................................_...._......._.._._.....___....._...._.._._............................_...._...._.__......._....., NV.EL. _ ; �- CLEANOUT MAX MAXIMUM 5... 6291 OREGON ROAD '- CUTCHOGUE, , Qo CLEANOUT DECK PLATE MECH MECHANICAL NY11935, t ,.. ``mow -0-0- 0 o MANHOLE H TRAP MH M OUSE ` ._......__.._.... l E CAPPED OUTLETMIN MINIMUM y....... ...... ._... .. .. .. , ,� ff PROPERTY LINE : s if f f f l� e NC NORMALLY CLOSED �:L VENT THROUGH 00 : r 4` T x 1 t : LO 2 • FLOOR SINK NTS NOT TO SCALE __._.._.. f L00 , D _................ M.. RAIN ROOF RAIN AREA DRAIN ✓; ;y FLOOR D 00 D '� : O ORD OVERFLOW ROOF DRAIN ❑ � rr : t OVERFLOW ROOF DRAIN TRENCH DRAIN �r -� HOSE BIBS Pp PLANTER DRAINLu LU w. o-- WALL HYDRANT RPZ REDUCED PRESSURE ZONE i i ZN *0 a BACKFLOW PREVENTER I I r` w. �O07371 ;Y J ss : e :............................. Y VACUUM BREAKER ASSEMBLY S SANITARY WASTE ' is 0 FLOOR, AREA DRAIN (RISER) ST STORM WATER PIPING ` WATER HAMMER ARRESTOR TD TRENCH DRAIN F r.- _»....._.»...___ .........,,.-..,.............. ........._......__........._... t` F, . This drawingis an instrument of professional ALLOWABLt BULDING °4 �— FRESH AIR INLET (FAI) TYP TYPICAL service and shall remain the of Leslie . ._._.� I f e property - - - AREA Gill Architect whether the project for which it is M METER V SANITARY VENT PIPING �— prepared is executed or not. No changes, —�S — STRAINER VII VERIFY IN FIELD ' t 1 ' additions, or deletions may be made except by f CLEARING LIMITS ` Leslie Gill Architect. This drawing shall not be 01 —� WATER FILTERW� WITH £ projects,for reproduced by anyone for other pr c additions to this project or for completion of this ® PUMP WC WATER CLOSET € ----�- --- -- ----1- --- --=,r.------ -- , s - - -—-—- -—- ' —- project by others without written consent. E� 100' SETBACK f EXPANSION JOINT WH WALL HYDRANT . PROPERTY LINEFROM BLUFF f : @Copyright 2011 Leslie GIII Architect CONNECTION FROM NEW TO EXISTING WHA WATER HAMMER ARRESTOR ■': `� �`' �� �'I i DRAWING S PIPE BREAK r : , i 1 .. .. . . m..��. LOT 2 PLOT PLAN PLUMBING LEGEND, SCALE: NONE NOTES AND PLOT PLAN SCALE AS NOTED DATE 06.30.11 PM001 LESLIE GILL ARCHITECT 3"VTR ROOF 2" I ROOF _.._. .. .. .. .._...___....................................................................... Y.............................................................................._...._..........___.... „ ROOF _..»...._......... , _........_.....»..................._..........._.................,_....__...................._........_........_...._....,...........__....._....._...__.................__........._...»....._..... ROOF ... ...... J... .. .. ..... ...........»..._.._........._._..___....................._............_........_..»..._....._......._.._..._._ I ._....._......._.».................._._.............._...........................................�....._.._......................_........................_..................._........._........._......,_... „ ISSUE FOR CONSTRUCTION EL.-..+....35,_O„_....._.........._.—.........__._......�........w.....__................»..__W_..__.........w._.._.......,...........__»_. _. � � — J EL. + 35 —0 EL. + 35 —0 EL. + 35 — r - r—i 2" 1--2" 1 I BATHROOM I I PROJECT II OREGON LANDING II RESIDENCE 6213&6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 I I LAV I II I t; 2nd FLOOR T ......................... ..................................................................................................................................................................................................................................................................................................................................................................................................................... ................. .. .. .. . 2 I I WC �— .............................................................2nd.....FL00R ....2nd..._FLOOR..................................................................................................... . .................. ........................................... ................. ..................................... .......................................................1.............................................................................. EL. + 15'-6„ _2nd....FL00R....................................................................................................................................................................... ................................................................................................_...................................................................................................................J L + 1 — EL + 15'-6" _ _ _ _ _ _ __ L 4 E . 5' 6" ARCHITECT EL. + 15'-6" — — — r_J r J " STORM WATER I I I EXTERIOR DOWNSPOUT LESLIE GILL ARCHITECT (TYP.) 63 GREENE ST. NEW YORK NY 10012 KITCHEN I 1Yz'�I LAUNDRY 1 BATHROOM TELEPHONE 212-334-8011 FAX 212-334-8046 I I 1 Xi„ I _ _ ? — _ _ 4„ KSI r- — F T , W INFO@LESLIEGILL.COM I I SSIAV W I I (TOYF�POUT BOOT DW I I 1 st FLOOR SH 1 t FLOOR 1st FLOOR MEP/FP ENGINEER we — I s ... . . .. ......._. __..�,.. :_�».»»_...,,»,».....»�».......�.».:..»�,»»».�.»,._..w... »...»,.,,..»»»W._..__:_.»»»....»»..._w_...�,»».......—.._..».»,..�._.....»»»....».»,.»,»...�._.....»,»»„v,....._,»»,....:..»»»_V...»»_»:.»»»»»»........_�.»......._.»».».»..�..».;»_.:.,, 1 st FLOOR »_....... FLOOR „ „ 4„ „ ELL. + 4 -0 EL. + 4 -0 EL. + 4 —0 2 2 2 2 PLUS GROUP ENGINEERING PLL 3" 4" 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 TELEPHONE 212-233-2700 FAX 212-233-2727 y IMULLA@PLUSGROUPCE.COM 4" CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 4"AD RHEAD NY 11901 4"AD CELLAR 206 LINCOLN STREET RIVE R ........ _.. .... ... ... .......... .... . .._......................................_........._. ...................._....._....._..............................................._....... ..................... _....._......................_....._..._..................................................................................,_.........:.........._.................................................................................. 208-8850 CELLAR ...................................._......................_......_.. .. ._......�..... _..........._.__................................._........_......,..._..._.__.................._............._.....,....._.........................,....... ..........._...._...._......_.............:.......,._................ ............_................_..........._.._._................_.....__........_..............._..::.................... ............. ........................._.:...._....._........_CELLAR..... .CELLA.._.................,..,..._........................ _....._....._.......:..._........_... L. — s'—o" EL. — 6'-0" EL. — 6'-0" EL. — 6'-0" TELEPHONE - E JEBUTL a(�OL.COM 4"SAN TO 4„ ---► TO IRRIGATION SYSTEM �_ ---► 6" OVERFLOW TO DRY SEPTIC TANK STORM WATER STRUCTURAL ENGINEER sr s6„ sr 6" sr 6sr sr CISTERN WELLS ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM STORM WATER RISER DIAGRAM IRRIGATION REVISIONS PUMP IA RA M RISER D G TEM S ; S SANITARY ITA RY S Y SCALE: NONE SCALE: NONE ROOF ROOF ROOF ROOF _..._...��....:.....�.»,».__�M_».._».»..::._..»._.._....__..._...»»».�......:_,�_..__..�.�.....::_.._..._..�.._�.......�_.».....»�.,..___..�....._.._..»._.__.._._.__»»�_.._»._........:_.........:.:_:.»_...�....:....__._:._.m..:..�._.�...—...._._._._._..,M....__....�..___.._�.w:.�._:....�...._.:._...................._..._...._,__:......:__._. EL. + 35'-0" EL. + 35'-0" BATHROOM WC LAV BT TO OUTDOOR SH 2nd FLOOR OR 2nd FLOOR 2nd FLOOR 2nd FLOOR EL. + 15'-6" EL. + 15'-6 �3/4 L. + — 2"PROPANE SERVICE 'Y4 ri„ I (360 CFH) CP HOT WATER WATER TREATMENT EQUIPMENT DRYER I 1 CIRCULATOR (WATER SOFTENER & ULTRAVIOLET WELL PUMP (50 CFH) I I I — ” PURIFICATION SYSTEM) CONTROLLER KITCHEN RANGE ��� (50 CFH) p--I SH LAV WC DW KS i I 01 1 SS W I ~— WALLOHYDRANT—FREEZE I I I I I I I (TYP. FOR 4) D I 1�- I I �-+ I I 1 st FLOOR 1 st FLOOR 1 st FLOOR I �,,, _............................._....................._.._. _,............... _............................................................._................................................ —1 I ........ ........ ....... 1 st FLOOR ........ ...........................m.,.....................,......,,........_...._................_...........................,.....,.............._....._..,.........,......._.,._............... .,...._..._........ _.............. ............................,.................. � r LI ' �- _ -�. L_ I MIXING VALVE 1 BY—PASS (NC) EL. + 4'-0" „ EL. + 4'-0" EL. + 4'-0" I —_ /�QF► c EL. + 4'-0" I L—__—�_I _ � I---%4" a" ,�I SET 0 120'F �I W „ I _ co ' ----s-- - -I-I- „ f „ " T E1� TO POOL 2 2 „ „ I I —�1- -- �-- - --I� _ 1 _ 4 r „ 3 2 T __ J_ _ 1_ ------ ------ ---- WATER HEATER 4 1, L--- — '� ,� ' — --------- --- a N (200 CFH) I a L—'----1Y;,-- L----------�---------�-� 44'� E S10 BOILER (60 CFH) 1 C;D 1Ya"CW TO POOL I I I "HBI _Y4 I This drawing is an instrument of professional service and shall remain the property of Leslie e I I Gill Architect whether the project for which it is 1000 GAL. I Ps prepared Is executed or not. No changes, I I additions, or deletions may be made except by LP STORAGE TANK ALAR Leslie Gill Architect. This drawing shall not be CELLAR........_....... CELLAR_._............._......................._...___..............................................._..._._............._.....__..................._............................................_.........._........_.........................................................._.._................... . _._.. _........_....._..........................._................._.............._................ ... _......... ..._.................... ...._..................OE.. R �-- EL. — 6'-0" reproduced b anyone for other projects,for CELLA ..........................................................._........._._._.._......................... ......_........___........_.._...................._..........._......_............,...................................._.._.................. ... _......._........_..... ............................._.._._.........._............._....,......._..._._......................._............_.... ................ EL. — 6'-0" EL. — 6'-0" I P Y Y P 1 WATER STORAGE EL. — 6'-0" TANK 1 additions to this project, or for completion of this Iproject by others without written consent. EXPANSION TANK WATER WELL I 1"HW FROM HOT WATER ©Copyright 2011 Leslie Gill Architect HEATERS, SEE MECHANICAL DRAWINGS FOR CONTINUATION WELL PUMP DRAWING 1"CW TO HOT WATER HEATERS, LOT 2 SEE MECHANICAL DRAWINGS FOR CONTINUATION PLUMBING RISER DIAGRAMS PROPANE RISER DIAGRAM DO DOMESTIC WATER RISER DIAGRAM >` SC NONE E N N SCALE SCALE: NONE AS NOTED DATE 06.30.11 Pm201