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Home My WebLink About38741-Z Town of Southold Annex 10/8/2014 } Offal c P.O. Box 1179 kISr 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37196 Date: 10/6/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6213 Oregon Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 82.-2-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/1/2011 pursuant to which Building Permit No. 38741 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 recreation room in basement, covered entry, covered porch, screened porch, hot tub and trellis as applied for. The certificate is issued to Cutchogue 6213 LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0085 10/3/2014 ELECTRICAL CERTIFICATE NO. 38741 4/17/2014 PLUMBERS CERTIFICATION DATED 6/20/2014 K Rempe Plumbing Corp AjVzef§i6dure �;`ag�►FFOL, :.Y Town of Southold Annex 10/23/2014 Is x: P.O. Box 1179 54375 Main Road • ! `' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37197 Date: 10/23/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 6213 Oregon Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 82.-2-3.1 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. 38742 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: accessory two car garage as applied for. Corrected to change the application renewal date from 1/1/1900 to 3/27/2014 The certificate is issued to Cutchogue 6213 LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38742 4/17/2014 PLUMBERS CERTIFICATION DATED Autho ' d igna ure FFBI Town of Southold Annex 10/8/2014 4ti;= P.O.Box 1179 4{ % 54375 Main Road ©� # +A' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37197 Date: 10/6/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 6213 Oregon Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 82.-2-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 38742 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: accessory two car garage as applied for. The certificate is issued to Cutchogue 6213 LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38742 4/17/2014 PLUMBERS CERTIFICATION DATED Autho ' d PgnAre TOWN OF SOUTHOLD Y�t'``g11FF0�,� a BUILDING DEPARTMENT 40, a `i TOWN CLERK'S OFFICE wo . oma ,' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38741 Date: 3/27/2014 Permission is hereby granted to: Cutchogue 6213 LLC 331 W 84th St New York, NY 10024 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 4 Baths, Recreation Room, Powder Room, Foyer, Utility Room, 4 Walk-In Closets, Project Room, Office, Loft, Gym, Laundry, Screened-In Porch, Decks, Hot-Tub, Trellis, Unfinished Cellar& Attic, as Applied for. Replaces Expired BP 36663 At premises located at: 6213 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 82.-2-3.1 Pursuant to application dated 9/1/2011 and approved by the Building Inspector. To expire on 9/26/2015. Fees: PERMIT RENEWAL $2,344.40 Total: $2,344.40 uilding Insp ctor TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 0* ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36663 � ' ' Date: 9/112011 Permission is hereby granted to: Cutchogue 6213, LLC 331 W 84th St New York, NY 10024 To: Construction of a New Single Damily Dwelling; Living Room, Dining Room, Kitchen, 4 Bedrooms, 4 Baths, Recreation Room, Powder Room, Foyer, Utility Room, 4 Walk-in Closets, Project Room, Office, Loft, Gym, Laundry, Screened-in Porch, Decks, Hot Tub, Trellis, Unfinished Cellar& Attic, as applied for. At premises located at: 6213 Oregon Road, Cutchogue SCTM # 473889 Sec/Block/Lot# 82.-2-3.1 Pursuant to application dated 8/17/2011 and approved by the Building Inspector. To expire on 3/2/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,688.80 Total: $4,738.80 '_44AI Buil ing Inspector TOWN OF SOUTHOLD � Y BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE w • PXs`' SOUTHOLD, NY ,A0 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 #: 38742 Date: 3/27/2014 Permission is hereby granted to: Cutchogue 6213 LLC 331 W 84th St New York, NY 10024 To: Construction of an New Accessory Building; 2 Car Garage, as applied for. Replaces expired BP 36664 At premises located at: 6213 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 82.-2-3.1 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 9/26/2015. Fees: PERMIT RENEWAL $196.80 Total: $196.80 uilklin Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE „�� • � ,;'' SOUTHOLD, NY 4 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#: 66'b4'.� Date: 9/1/2011 Permission is hereby granted to: Cutchogue 6213, LLC 331 W 84th St New York, NY 10024 To: Construction of an New Accessory Building; 2 Car Garage, as applied for. At premises located at: 6213 Oregon Road, Cutchogue SCTM # 473889 Sec/Block/Lot# 82.-2-3.1 Pursuant to application dated 9/1/2011 and approved by the Building Inspector. To expire on 3/2/2013. Fees: CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $393.60 Total: $443.60 Building Inspector �-) � s-- Cj� Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: ,` Old or Pre-existing Building: (check one) Location of Property: 6213 Oregon Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Cutchogue 6213,L.L.0 Suffolk County Tax Map No 1000,Section 82 Block 02 Lot 3.1 Subdivision Oregon Landing 11 Filed Map. 040133 Lot: I Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 4�& ILL Vte&�_ � Appi ant Signature UTy Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 e roger.riche rt(aD-town.southoId.ny.us Southold,NY 11971-0959 'Q UNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cutchogue 6213 LLC Address: 6213 Oregon Rd City: Cutchogue St: NY Zip: 11935 Building Permit* 38741-----38742 Section: 82 Block: 2 Lot: 3.1 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 X Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat 2-gac Duplec Recpt 109 Ceiling Fixtures 58 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 26 Smoke Detectors Main Panel 2-20 A/C Condenser Single Recpt 3 Recessed Fixtures 70 CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 16 Pumps Transformer Appliances 2-dw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect Switches 94 Twist Lock Exit Fixtures TVSS rl Other Equipment: 400a underground service, 35KW standby generator with 400a transfer switch, 3-garage door openers,7-exhaust fans,2-heat pumps,28-ARC fault circuit breakers, 1-60a disconnect for GFCI protected self contained Notes: hot tub Inspector Signature: Date: April 17 2014 81-Cert Electrical Compliance Form.xls SO�jyo Town Hall Annex �O Telephone(631)765-1802 54375 Main Road � P.O.Box 1179 Fax(63 I)765-9502 G �c Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ (p 1 Lo' 1 L` Building Permit No. J5 7 g 1 Owner: �� ch,oGu � 3 L. LC (Please print) Plumber: Q,oEC4 Pt_ _ (Please print) I certify that the solder used in the water supply system contains less*than 2/10 of 1%o lead. 1 (Plumbers ignature) Sworn to before me this �2b� da IOU 20 . . �A- too \'�-( ._T%VAS V. Notary Public, 6 UMLV= County hO��pf SO//%6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,XFOUNDATION IST ( ] ROUGH PLOG. [ ] 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 INSPECTOR 10 �3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION __� [ OUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE rY INSPECTOR OG Sapr�o6 w TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ---."NSPECTION [ IF NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: '004- �J DATE �f� INSPECTOR Sf s TOWN OF SOUTIIOLD BUILDING DEPT. 765-1802 NSPECTION OUNDATION 1ST [ ] ROUGH PLB6. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL I l FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I l Floe xesis'raNr eaisrnuCrioN [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELEi (F ! ) REMARKS:- 77ry-�F DATE -� �� INSPECTOR TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F0 DATION [ ] INSULATION �� [ FR RAPPING [ ] FINAL I 1 FIREPLA EY [ ] FIRE SAFETY INSPECTION I 1 Flee RESISTANT coxstxucraN [ ] FIRE aESIsrnNrt PENernntwN [ ] ELECTRICAL (ROUGH) ELECTRICAL(FI! !: T_, REMARKS: 1-j / -17 DATE - INSPECTOR r4f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST I ROUGH PL13G. �UNDATION 2ND ] INSULATION FRAMING RAPPING FINAL FIREPLACET&t EY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE -74�z/7 /,-- PECTOR INS oF SWT,�6 TOWN OF SOUTROLD BUILDING DEPT. 765-1802 INSPEC 'ON [ J FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL(FINAL) REMARKS: U 0AL-25- DATE/-/ INSPECTOR /�-� of so �v TOWN OF SOUTNOLD BUILDING DEPT: 765.1802 INSPECTION [ ] FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 fine RESISTANT coMstnuC'non [ ] FIRE nEsisranr PENernarion ELECTRICAL (ROUGH) C ) ELECTRICAL(FINAL,) REMARKS: DATE INSPECTOR ��' r4f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/RESISTANMT 6. [ ] FOUNDATION 2ND [ [ FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ NSPECTION I I ��srarrr coxsixucrIoN C vd+EntnnoN C I ELECTRICAL (ROUGH) C I ELECTRI' REMARKS: � DATE /13 INSPECTOR oesouryo f f TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ �ROJIGH PLBG. [ ] F NDATION 2ND [vT INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE 0 � � � / INSPECTOR rsf so ia TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE - - INSPECTOW it o��pF SOUjy�l � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTON [ ] FOUNDATION 1ST [ ] OUCH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION CAU ING / REMARKS: L-7 DATE INSPECTOR OF 3 SOUL y o &A TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION IST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VJqkATION [ ] CAULKING P REMARKS: 1 622��Al�c DATE INSPECTOR i Of SOp 3 87 Z a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 7�zr3f soil � yo ia_ Ag TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU LUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Cto DATE INSPECTOR - --- ---- ----- �KMWIA - STATE MTMGY r , 0 WW ® r u w I� J -------- ---------- ------------- • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)769-1802 Planning Board approval FAX:(631)763-9502 / ! r Survey SoutholdTown.NorthFork.net PERMIT NO. 1b 10 l ,7 Check Septic Form N.Y.S.D.E.C. t Trustees 0 z Flood Permit Examined 0 /0 20 jL 3U �q Storm-Water Assessment Form q ContaFf. . Approved / .20 11 Mail to: D� Phone: Expiration 3 20 )3 1 I EBuilding Inspector DPPLICATION FOR BUILDING PERMIT AUGDate July 10th ,20 11 INSTRUCTIONS A. LsMIALgdTtiion MIDST be co letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 seas oft,MTPIOLDlan to a according to schedule. owing ovation of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building PermiL 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. £Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Cutchogue 6213,L.L.0 I (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 6213,L.L.0 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Stephanie Guilpin.Managing Memt?fr 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 whichproposed work will be done: 6213 Oregon Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 82 Block 02 Lot 3.1 { Subdivision_Oregon Landing 11 Filed Map No. Lot 1 2. State existing use and occupancy ofp_remises ACANT and intended use and occupancy of proposed construction: a. Existing use and occupancy V 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 $800,000 (Description) 4. Estimated Cost Fee (To be paid on filing this application) S. If dwelling,number of dwelling units 1 Number of dwelling units on each floor N.A. If garage,number of cars 2 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 NA. Depth N.A. Height NA 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 NA. 8. Dimensions of entire new construction:Front 81'-10" Rear 81'-10' Depth 31'-2" Height 29-10 3/4" Number of Stories 2 9. Size of lot:Front 165.66' Rear 163.20' Depth 549.83' 10.Dace of Purchase November 5, 2010 Name 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 i 13.Will lot be re-graded?YES)X_NOWillexcess fill be removed from premises?YES NO_ Cutchogue 6213,LLC 331 W 84th St#4,NY,NY 212 580 6502 14.Names of Owner of premises Address Phone No. Name of Architect.Leslie CII Architect Addresa63 Greene St NY NY Phone No 212 334-8011 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_2L_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) SS: COUNTY OF �_ 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 (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. So before me this dav of 1 l \J �( Notary Pu tc��y Silty tureofApplicant -` MALIA D.CHATMAN 1/ NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED IN BRONX COUNTY N0.01 CH6189098 MY COMMISSION EXPIRES JUNE 23,2012 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK t PERIwIIT NO 7581 DATE: JUNE 22.2-011; Q ISSUED=TO CUTCHOGUE 6211.LLC PROPERTY ADDRESS: 6213 OREGON RD., CUTCHOGUE G° i; SCTM#82-2-3.1 AUTHORtIZATION IN Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town.Code of the to"of Southold and in accordance with the Resolution of the Board of Trustees adopted of the meeting held on i June 222011 inconsideration of application fee in the sum of$250.00 paid.by Cutchogue 6213.LLC and subjec to the Terms and Conditions as stated in the Resolution,the Southold Town Board 'ttii steel authorizes and permits the 016wing €s Wetland Permit to remove selective vegetation between 50' and 100' from the top bluff and construct a single-family dwelling with detached garage,sanitary gystern, well, driveway,drainage, landscaping, patios and hot tub beyond 100'from the top-of bluff with;the.Condition that only noxious;vegetation is removed, and as:depicted.on the site i Plan prepared by Jeffrey T. Butler P.E., P.C. dated May 27,2011. WITNESS WJjEREQF,the.said Board of Trustees hereby causes its.Corporate Seal to be affixed, an¢.tbese presents to be subscribed by A majority of the,said Board as of this date. RVM I �i C: k> j" i i TERMS AND CONDITIONS The Permittee,Cutchogue 6213,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'indefftnitely,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'ofTrustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due.notice,to remove or alter this work project herein stated without expenses W the Town of SogtJiold. 8. The Permittee is required fo`provide evidence that a copy of this Tiustee hermit has been recorded wtth the-Suffolk County Clerk's Office as a notice 44ped,restriction to the deed of the subject parcel. Such evidence shall be provld 90) calendar days of isnce of this permit. <' 9. That the said Board will be notified by the Permittee of the completio P&work authorized. l 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. From:OWEN CORP 10/02/2014 13:41 #692 P-002/002 John M.Bredemeyer III, President *0f SQ yp� Town Hall Annex Michael J. Domino,Vice-President '` O 54375 Main Road James F.King,Trustee 1x( P.O.Box 1179 Dave Bergen,Trustee Southold,New York 11971-0959 Charles J.Sanders,Trustee 'Ol ® �� Telephone(631) 765-1892 ��Uii 1'E Fax(631) 765-6641 -` BOARD OF TOWN TRUSTEES I OCT Z 2014 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0996C 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 with detached 94W_e.i sanitary system well, driveway drainage; landscaping• patios and hot tub beyond 100' from top of bluff At 6213 Oregon Road Cutchogue New York Suffolk County Tax Map#82-2-3.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 27. 2011 pursuant to which Trustees Wetland Permit#7581 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 with detached garage• sanijm system,• well, driveway drainage landscaping; patios and hot tub beyond 100' from top of bluff. The certificate is issued to CUTCHOGUE 6213 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 Website: www.dec.ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION July 6, 2011, Stephanie Guilpin, Managing Partner Cutchogue 6213 LLC 331 West 84th Street#4 New York, NY 10024 Re: UPA#1-4738-03536/00003 Facility-- Oregon Road SCTM#1000-32-2-3.1 (formerly SCT M#11 000-95-1-5) Cutchogue (Long Island Sound) Dear Ms. Guilpin: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The referenced property landward of the Top of Bluff line (greater than elevation 10' NGVD), as shown on the site plan prepared by Jeffrey T. Butler last revised 6/23/11, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands 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, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Si erely, le� f.� Laura Scovazzo vz Deputy PermitAdministrator cc: M. Butler/Butler Architecture & Engineering BON-TW File Towyn of Southold Erosion Sedimentation & Storm-Water Run-off ASSESSMENT ' FORM PR WWW LOCATION: S.C.TKS THS POLLOWJNB ACTIONS MAY REQUIRE THE SUBMISSION OP A Ott 3, STOR P > ON n CURTI 13Y A 01=111111111 PROFESSIONALilht TME AT XORK, a SCOPE OF WORK - PROPOSED CONSTRUCTION nT,M# / WORK ASSESSMENT'' Yea No f a. What Is the Total Area of the Project parcels? (lnctlxie Total Area of all Parcels located within � Will this Project Retain AN Storm-Water Run-Off the Scope of Work for Proposed Construction) 89,998/2.07 Generated by a Two(2)Inch Rainfall on Site? (9.F.l Acre,) (Tt►fa Item will Include ell ion-off crested by site b. What is the Total Area of Land Clearing clearing and/or construction aotivitles as wall as ali andlor Ground construction acdv Disturbance for the proposed 18,000/.41 Sae improvements and the pwrnfanent muton of (a.F.rAdee) impervious surfaces.) FROVIDE BRMF PROT1 x.r DE9C1t MON II'teaae nddlpmMl Pages a■Bade g 2 Ooas the Site Plan and/or t3flrvey Show All Proposed I Drainage Structures Indlca*V Size&Location?This item shall Include all Proposed Grade Granges and CONSTRUCT SINGLE FAMILY RESIDENCE Sropse Controlling Surface Water Flow, El 3 Does the Site Plan and/or Suryey describe the etodon WITH RELATED IMPROVEMENTS _ and sediment control prances that WE be used to control site eroalon and storm water discharges, This Item must be mahtah►ed throughout the Entire Construction Pertod. 4 will this Project Require any Land Filling,Grading or Excavation where Utero(a a change to the Natural Existing Grade Involving more then 200 Cubic Yards U 11 of Material within any Parcel? 5 Will this Application Require Land Disturbing Activkiea Encompassing an Area in Excess of Five Thousand t/f (6,000 S.F.)Square Feat of Ground Surface? 6 Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurledb ilon f/ I rx orvAhin One Hundred(100')feet of a Wetland or Submhsion of a sWPPP Is requited for all Construction nuvltiea Involving son Beach? die urbonttae of one(1)or more aom:tnduding dlslurbarrces of lees than one gonethat are part of a tattler common Plan that Wol ulthmtey dlebab one or more now of Ion& 7 Will there be Site preparation on Existing Grade Stopes kwludhg Conshualon OOMvlaea taVOMM sae drelurbanose of lone then one(1)acre where which Exceed Fifteen(14)feet of Verlical Rise to the DEC has determined that a SPDEB Permit is required for storm water cloche lgga. One Hundred(100')of Horizontal Distance? (ewPPP"g tinea tract 1M Minimum fMqromer ulde of the RPDHIt genera Permit 8 WIII Driveways,Parking Areas or other impervious for Storm water Discharges Iyer,,CoaprucNon sotift.Permit No.GP-040.001.) Surfaces be Sloped to Direct Storm Water Run-Off a 1.The SWPPP shall be prepared prior to the sub Itto of the NOI,The Not ohd be into and/or In the direction of a Town right•Wf--way? submifted to ire Department pdor to the commencement or comtruogon activity. 2.The SWPPP shall dogoribe the erosion and softnent control precthoes and where 9 WIII this Project Require the Plawrnent of Material, required'po*conemnaoson storm water Martalle"" t practices Mot,w8I be used andfor Removal of Vegetation and/or the Construction of any El V constructed to reduce the pollutants In storm water dischorass and to assure compliance w1h Rua terme and oondloorm of this Inc 1t in addition,the SWPPP shall Item Within the Town Right-of•Way or Road Sh6uldei Malay p fol acurees d pOkdlan which IOsy reaaareMy be expodad to effect the Area?fMls Item wAl MT km*k the hebUlMm cf Driveway Apron,) — quostY crag"water discharges. NOTE: If Any Answer to Questions one thf*Wh Nho Is Answered wHb a Check Meek S.All SWPPP*that require uta P061-conalruntlon elan Water management proo0ce In a Box and the con rtrua cm site dleturbance is lbetwaon pubo s.P.a 1 Acre in Brea, component MW be piePwad by a qualillaed Design Professional Unwed wed In New Yotka amrm.Wate,enIfte,Brahma*a Erosion control Plan its Required by the Town of that Is knowledgeable h era prh dplss end pmogoes of storm Water.Management. Southold and Mast be submitted for Ravlew Prior to lanuancla e(Any aapdkg permit. (NCAE A Cho*Mock(h and/or Mower far oneh Queason to Rnq~tbr a Complete Appricoo y STATC OF NEW YORK COUNTY ................SS That I,. ., 4...-QUtLP.1. . dui swatm,deposes and sa s that s l(Nene of inY Y he/she i8 the applicant for Perini And that he/she is then .. . . '(owner, tract� oiatei QfR........:..............................,........,...................,.... Owner ) and/or representative of the Ovh�ner or Owi urs,and is duty authorized to perform or have performed the said work and to make and file this applicadon;that all staternents;contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the mariner set forth in the application filed herewith. Sworn to before me this; ................. ..................day of .. 20./.I. Notary Public: ............. .... ....... na .. ^ y 4.. gba .......... ... /t FORM - 06/10 lofA MALIA D.CHATMAN NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED IN BRONX COUNTY r NO.01CH6189098 MY COMMISSION EXPIRES JUNE 23,2012 pF SO!/jyo �o Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road en �e ax(631)76 - 5 2 P.O.Box 1179 • iQ roger.richert(s,�iFtown.souF9io�d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: eAto9w a,�sg„f;,,o 2 Date: - 17- /_3 Company Name: I t,D Woo D CLECT2IL Sw- . Name: License No.: 4 3� Address: p, _6t�c 808 WAOWC-, lRwe-a_ �. j�7�2 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Cu ficho�aue 0.�PQA Lac *Address: 6Z-f-3 -� �QEGb,,; Po.4D , C uToHd&uE *Cross Street: *Phone No.: 30_ -2310 Permit No.: Tax Map District: 1000 Section: Sa Block: o Lot: 30 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /l/F'W 6ov57-1Zyc7-1c.N (Please Circle All That Apply) *Is job ready for inspection: YES Rou h In Final *Do you need a Temp Certificate: YE NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 Q'- 400 Other f New Serv' Re-connect Underground Number of Meters© Change of Service Overhead Additionalformation: PAYMENT DUE WITH APPLICATION 0 k A A/ V&IzA) 82-Request for Inspection Form CONSENT TO INSPECTION Stephanie Guilpin Managing Member of the Cutchogue 6213,L.L.0 the undersigned,do(es) hereby state: Owner(s)Name(s) That the undersigned (is)(are)the owner(s)of the premises in the Town of Southold,located at 6213 Oregon Road, Cutchogue , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 82 ,Block 02 ,Lot 3.1 That the undersigned (has) (have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: NEW CONSTRUCTION That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. t Dated: i nature) 4 L t A ' jv�AA�3CE- (Print Name) a�J (Signature) (Print Name) 6 1 Cutchogue 6213, L.L.C. 331 West 84th Street, #4 f New York,NY 10024 November 28, 2011 Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: Building Permit for Cutchogue 6213,L.L.C. (Parcel 1 of Oregon Landing II in Cutchogue) To Whom It May Concern: Please find enclosed the requested check for the permit fee of$4,982.40. Could you please mail the building permit for Cutchogue 6213, L.L.C. to: Stephanie Guilpin Cutchogue 6213, L.L.C. 331 West 84th Street, #4 New York,NY 10024 Thank you for your assistance with this matter. Best regards, XA��, (!� Stephan uilpin r r D [s Ri.DG DEPT. TD'''ii`d OF Z'WfID 17, 1, FEB 2 1 2013ikk �-- — - - n,p CONSTRUCTION February 19, 2013 Town of Southold Building Department Town Clerk's Office Southold, NY RE: Permit #36664 2 Car Garage 6213 Oregon Road, Cutchogue SCTM #473889 Sec/Block/Lot #82.-2-3.1 To Whom It May Concern: I hereby request a 6 month extension for the Building Permit #36664 at the above referenced location. Thank you in advance for your consideration. Sincerely, OWEN CONSTRUCTION CORP. JohV Cronin (J.C.) Z:\THERESA\Oregon Landing\Town of Southold Bldg.2 Car Garage Renewal Letter 2.19.13.docx I, , _- (� Fr ) �I FEB 21 2013 i CONSTRUCTION February 19, 2013 Town of Southold Building Department Town Clerk's Office Southold, NY RE: Permit #36663 Main House 6213 Oregon Road, Cutchogue SCTM #473889 Sec/Block/Lot #82.-2-3.1 To Whom It May Concern: I hereby request a 6 month extension for the Building Permit #36663 at the above referenced location. Thank you in advance for your consideration. Sincerely, OWEN CONSTRUCTION CORP. Jolin Cronin (J.C.) Z:\THERESA\Oregon Landing\Town of Southold Bldg.Renewal Letter 2.19.13.docx �ZF S004 r T' Town Hall Annex Telephone(631)765-1802 54375 Main Road '! Fax(631)765-9502 P.O.Box 1179 GQ Southold,NY 11971-0959 UNTY,� � BUILDING DEPARTMENT TOWN OF SOUTHOLD August 6, 2014 Owen Construction 101 Edwards Avenue Calverton, New York 11932 RE: Cutchogue 6213 LLC, 6213 Oregon Road, 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. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4J1/84) Trustees Certificate of Compliance. (Town Trustees#795-1892) Final Planning Board Approval. (Planning#795-1938) 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: 38741-Z Dwelling & 38742-Z Accessory Garage BUILDING PE IT EXAMINER CHECKLIST *Date Submitted: $ f 7� < < Date Reviewed: Applicant: T Owner. 0-13 LLC 0 Architect/Fmginrer^ Estimated Cost: g0j SCTM# 100a - �a- - °L - - 3 f Subdivision: " _ Zone: l�-�� Conforming? rildin ty Address: (943 0� City: � � Pre COs? tiro g Permits (Open/Expired): BP -Z/Go Z- — ,Info: BP -Z/C/o Z- , Info: 0--Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o&etermination: ' Q SToRMwjtre& R'uN 4 FF REQ. Lot Size: do ok . ACT. Lot Size: ;),,07 ac. REQ. Lot Cov. ACT: Lot C;ov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. H eight. Height R E st. BOTH SIDES ACT � Pro' c � - �T $ S Pe-u. I�►n; W - Waterfront? r N? Y If yes, water body: �; Panel# --- Flood Zone: — Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLgN S(�� SIGNED, SFALED0 RVtY oR ITE pLAS Suffolk County Health:(Oor N - If yes, *Bed#: 7 *Date: "1i06*Permit#: 910-06- 00 9--Town SepticoY N NYS DEC: PRE-DEC9/in5 Y o N - Date: 7/ 6/tt Permit #: r N Letter Notes: Southold Trustees&r or N - Date: / �/ ( Permit #: 617591 —Notes: Southold ZBA: Y o6N - Date: _/ / Permit#: —Notes: Southold Planning: Y or(o Date: _/ /_ Permit #: —Notes: Town Landmark C of A: Y o&TE: _/_/ *NYS CODE V-ompliance (page 2): Y or N CONTA&C7-49 IICtNSt -- .DISABILITY L.II}BILITy 1A/ol�lC�/ENS C0AtPeWS4-r10"/ °►� Notes: Fee Structure: Calculation: 10 Foundation: 6 dSSF S9X $ , _$ 38, SO First Floor: SF + Initial Fee: $ 9-.0 '0' 00 econd Floor: �.�� _SF + Additional Fee 0t1 $ Other: SF, 7 q- SFX $ , =$ .9-g , (0 Total: 0 S SF + I 'tial Fee: $ 100 , 00 + AddVal Fee : $ 3 93 60 p �,.L•{L.. 00 © FEE a Q 9�t C d A BUILT FEE ^-- TOTAL: $ +73 go TO NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RATTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAMA LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS:N (RESCRECK) a.01 O )O k TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Delfino Insulation Co., Inc. INSULATION CONTRACTOR 1 19 STEPHEN HANDS PATH Insulation Certificate EAST HAMPTON, N.Y. 1 1937 (631 ) 329-7181 FAx (631 ) 329-7159 Job Location: Oregon Landing I1 Residence - - -- 6291 Oregon Road i I !I Cutchogue, NY 11935 1 WORK AREA ITEM INSTALLED140-0ARE - — — —J Main House Firecaulk to Code Airseal package—Seams, Doors, Windows D&W Low Expansion Foam Top & Bottom Plates, Boxends, Rim Joists White Multi-Purpose Silicone 2" Closed Cell Foam Ceiling Perimeter Baffles, Radiant Shield Foil Attic Roofline 8" Open Cell Foam R-31.2 Gable Walls 5" Open Cell Foam R-19.5 2x10 Closed Slope Ceiling 8" Open Cell Foam R-31.2 Canteliever 8" Open Cell Foam R-31.2 2x6 Exterior Walls Roxul 6" R-30 Stairwell to Cellar Roxul 6" R-30 Chimney Chase Walls Roxul 3" R-15 Bcxc�ids t2emul 6" Sound Interior Walls R-11 Kraft Insulation Sound 1st Floor Ceiling R-19 Unfaced Insulation 2x4 Exterior Kitchen Wall 3" Closed Cell Foam R-18.9 Customer: Owen Construction 101 Edwards Avenue Calverton, NY. 11933 Proposal#: 23613, 23613, 23003 Date Completed: � 3 Delfino Insulation III 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: 25% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 6213 Oregon Road Plus Group Consulting Engineering Cutchogue,NY 11935 231 West 29th St Suite 706 New York,NY 10001 • • trade-off Compliance:0.8%Better Than Code Maximum UA:833 Your UA:826 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 Area or or Perimeter U-Factor Roof:Flat Ceiling or Scissor Truss 2952 22.0 14.0 83 North Wall:Wood Frame, 16"o.c. 1717 22.0 0.0 51 Orientation:Unspecified Window 1:Metal Frame with Thermal Break:Double Pane with 805 0.320 258 Low-E SHGC:0.38 Orientation:Unspecified East Wall:Wood Frame, 16"o.c. 827 22.0 0.0 39 Orientation:Unspecified Window 2:Metal Frame with Thermal Break:Double Pane with 129 0.320 41 Low-E SHGC:0.38 Orientation:Unspecified South Wall:Wood Frame,16"o.c. 2004 22.0 0.0 92 Orientation:Unspecified Window 3:Metal Frame with Thermal Break:Double Pane with 339 0.320 108 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 41 Orientation:Unspecified Window 4:Metal Frame with Thermal Break:Double Pane with 87 0.320 28 Low-E SHGC:0.38 Orientation:Unspecified Basement Wall 1:Solid Concrete or Masonry 1697 0.0 14.0 75 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 1 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 REi ,4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. NS �� cb ►'�'6' Name-Title `� "@` v ignatu Date c� LU w 4'°• 0732"1' °m A9OFESSIONP� 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 1 REScheck.rck Page 2 of 2 f V �ticul�tirsrt � r Buildin Summary Loads Building peaks in August at 3pm. 6 . r Roof 2,938 6,199 5.00 0 2,592 2,592 2.58 Wall 4,362 19,010 15.33 0 2,580 2,580 2.57 Glass 1,373 29,950 24.16 0 36,844 36,844 36.64 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 55,159 44.49 0 42,017 42,017 41.78 Lighting 3,253 0 0.00 0 11,115 11,115 11.05 Equipment 4,123 0 0.00 0 12,980 12,980 12.91 People 21 0 0.00 4,830 5,723 10,553 10.49 Partition 1,330 1,931 1.56 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. 400 0 0.00 8,190 3,727 11,917 11.85 Heat.Vent. 400 26,137 21.08 0 0 0 0.00 Cool. lnfil. 239 0 0.00 5,217 2,272 7,488 7.45 Heat. lnfil. 584 40,746 32.87 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 4,500 4,500 4.47 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 123,974 100.00 18,237 82,334 100,571 100.00 MOE Mpl Ventilation 26,137 21.08 8,190 3,727 11,917 11.85 Infiltration 40,746 32.87 5,217 2,272 7,488 7.45 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 57,090 46.05 4,830 71,835 76,665 76.23 Plenum Loads 0 0.00 0 0 0 0.00 Fan& Duct Loads 0 0.00 0 4,500 4,500 4.47 Building Totals 123,974 100.00 18,237 82,334 100,571 100.00 .... a / / Total Building Supply Air(based on a 20°TD): 3,672 CFM Total Building Vent.Air(10.89%of Supply): 400 CFM Total Conditioned Air Space: 7,511 Sq.ft CF, EI' y Supply Air Per Unit Area: 0.4889 CFM/Sq.ft :0011 fl 'off Area Per Cooling Capacity: 896.2 Sq.ft/Ton7 N , '�t�, Cooling Capacity Per Area: 0.0011 Tons/Sq ft X. ' 1 Heating Capacity Per Area: 16.51 Btuh/Sq ft sf 7 Total Heating Required With Outside Air: 123,974 Btuh A� �^ Total Cooling Required With Outside Air: 8.38 Tons `SOAR ° e�s2� Z:\PROJECTS\1121_GS Northfork Residence\3.0 Calculations\3.1 Mechanical\1121 Load Calc Lot 1.CHV Thursday,June 30,2011,04:58 PM A Ak Architectural Testing ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: DURATHERM WINDOW CORPORATION SERIES/MODEL: Out-Swing PRODUCT TYPE: Out-Swing Door This report contains in its entirety: Cover Page: 1 page Report Body: 10 pages Test Equipment: 1 page Sketches: 2 pages Photograph: 1 page Drawings: 8 pages 'SOF NEW y ��Po�p K A. o'A� Qj R�FESS10N Report No.: 90575.01-109-44 Q Test Dates: 03/30/09 ��ly SOW by:JoseO A.Reed Through: 04/02/09 Date:2009.04.30 14:31:40-04'00' Report Date: 04/30/09 Expiration Date: 04/02/13 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: DURATHERM WINDOW CORPORATION 720 Main Street Vassalboro, Maine 04989 Report No.: 90575.01-109-44 Test Dates: 03/30/09 Through: 04/02/09 Report Date: 04/30/09 Expiration Date: 04/02/13 Project Summary: Architectural Testing, Inc. was contracted by Duratherm Window Corporation to perform testing on three Series/Model Out-Swing, doors. The samples tested met the performance requirements set forth in the referenced test procedures for a ±2010 Pa (±42.0 psf) Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 3. Test specimen description and results are reported herein. The samples were provided by the client. Test Procedures: The test specimens were evaluated in accordance with the following: ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-05, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen Description: Series/Model: Out-Swing Product Type: Out-Swing Door Overall Size: 1219 mm (48") wide by 2591 mm (102")high Door Leaf Size: 1159 mm (45-5/8")wide by 2515 mm(99")high 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com 90575.01-109-44 Architectural Testing Page 2 of 10 Test Specimen Description: (Continued) Finish: All members were unfinished mahogany. Glazing Details: The door leaf was glazed with a 1-1/16" thick, sealed insulating glass unit constructed of one sheet of 1/4" thick laminated glass outboard and one sheet of 3/16" thick tempered glass inboard, and a standard metal spacer system. The laminated glass was constructed of two sheets of 1/8" thick clear annealed glass with a 0.090" thick Saflex HP polyvinyl butrayal (PVB) interlayer. The glass was set from the interior against a bead of Dow 995 structural silicone and secured with wood glass stops. The wood glass stops were secured with #8 x 2" long stainless steel screws spaced 8" on center. The glass bite was 3/4". Weatherstripping: Description Quantily Location 1/2" wide Kerf-mounted 1 Row All frame members flipperseal 1/2" high single leaf gasket 1 Row Head of frame Frame Construction: The frame was constructed from mahogany with square-cut and half lapped corners. The corners were secured with three #8 x 2-1/2" long wood screws. The frame utilized a mahogany extension attached to the head and jambs with tongue and groove construction secured with Advantage 1 glue and 1-1/2" long crown staples, located 2" from the corners and spaced 3" on center. The sill utilized a mahogany nosing trim secured with Advantage 1 glue. Door Leaf Construction: The door leaf was constructed from mahogany. The corners utilized rabbet joint construction secured with Advantage 1 glue and one 1/4" wide by 3/8" long spline per corner. The door leaf utilized a 3/4" wide by 1" high mahogany nosing on the bottom rail secured with #6 x 1-1/2" long trim head stainless steel screws spaced 3" on center. 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. r Print This Page 1 Page: 1 2 3 r 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 Cone Type 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 I 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" 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" 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" 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.con/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" 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" I 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" I 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 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" I 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" I 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" I 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" I 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" I 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 f View All 1 NOTES: (back to top of chart) U-Factor(or U-Va/ue): 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•oF). 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) 2008S, 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 Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: I OF 9 STORK°TWIN CITY TESTING DATE: 07/13/10 115 South 841h Ave. Wausau, WI 54401 LABORATORY TESTING OF A HERITAGE PUSHOUT CASEMENT 36X72 KWE16 MULTI-POINT LOCK W/2-5/8" STILES AND RAILS IG/IPD4 WITH ONE TEMPERED SUBSTITUTION (R&D 10019 & 10030) AMS TEST PLAN NUMBER: 02-042610 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: 07/08/10 Expiration Date: 07/08/14 Prepared By: Reviewed By: A� Jwd7 rd� Gary Norenberg John Bordagaray Technician Manager of Fenestration Testing 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 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 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 STO R W Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: 2 OF 9 DATE: 07/13/10 LABORATORY TESTING OF A HERITAGE PUSHOUT CASEMENT 36X72 KWE16 MULTI-POINT LOCK W/2-5/8" STILES AND RAILS IG/IPD4 WITH ONE TEMPERED SUBSTITUTION INTRODUCTION: This report presents the results of laboratory testing conducted on a Heritage Pushout Casement Window manufactured by Kolbe & Kolbe Millwork Company of Wausau, Wisconsin. This work was requested and authorized by Mr. Don Wozmcki of Kolbe & Kolbe Millwork Company with testing conducted on July 8, 2010 at Stork Twin City Testing Facility. The purpose of the testing was to determine the performance of the windows for air infiltration, water resistance, structural integrity and wind borne debris. TEST RESULTS SUMMARY: The window described herein meets or exceeds the following specifications. AAMA/WDMA/CSA C-C65 914x1829 (3602) 101/I.S.2/A440-05 AAMA/WDMA/CSA Class CW-PG65 - Size tested 914 x 1829mm 101/I.S.2/A440-08 (36x72 in) -C Secondary Designator(s) Canadian Air Infiltration/Exfiltration =A2 Negative Design Pressure= 3360 Pa(70 psf) NAFS-02: C-C65 914 x 1829 (36 x 72) ANSI/AAMA/NWWDA C-LC65 36x72 101/I.S.2-97: CAN/CSA-A440-00: Air= A2, Water= B4 Deflection= C5, Blowout=C4 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', 05'b 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 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 analysed 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 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 ST®R 1.5 fi Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: 3 OF 9 DATE: 07/13/10 SAMPLE DESCRIPTION: Unit Size: 914mm (36") wide x 1829mm (72") high Unit Area: 1.7m2 (18.00 ft2) Sash Size: 865mm (34.06") wide x 1780mm(70.06") high Crack length: 5.30m (17.38') Finish: Interior was bare wood and the exterior was latex primed wood Glazing: The sash units 1, 2 and 3 were interior glazed utilizing 22mm (7/8") laminated insulating glass comprised of 3.1 mm thick annealed/ 8.0mm SS spacer / 3.9mm annealed/.090 SGP/ 3.9mm annealed glass that measured 757mm (29-13/16") wide x 1672mm (65-13/16") high. Sash unit 4 was interior glazed utilizing 22mm (7/8") laminated insulating glass comprised of 3.lmm thick tempered / 8.Omm SS spacer / 3.9mm annealed/.090 SGP/ 3.9mm annealed glass. 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 in 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 - 152mm (5" - 6") on center. Spacer Type: Stainless Steel Frame Construction: The molded pine frame members were rabbeted, butted, sealed, and secured with three 16 gauge x IImm (7/16") crown x 51mm (2") staples per corner. Brickmould was secured to the frame jambs and head with 13 gauge x 51mm (2") autonail wires located 76mm (3") from each end and 203mm - 254mm (8"- 10") on center. The brickmould was mitered and secured with one #8 x 57mm (2-1/4") PFH screw per corner. The sill nosing was secured to the brickmould with one #8 x 44mm (1-3/4") PFH SMS wood screw per corner and to the frame sill with glue and 14 gauge x 64mm (2-1/2")T-nails spaced 76mm (3") from each end and 203mm - 254mm (8" - 10") on center. Interior wood stops were secured at the head and side jambs with 5mm (3/16") crown x 29mm (1-1/8") staples spaced 51 mm (2") from each end and 203mm-254mm(8"- 10") on center. Sash Construction: The molded maple and pine veneer sash members utilized open mortise and tenon corner construction, and were secured with two 15 gauge x 35mm (1- 3/8") long brad nails per corner. A Euro-groove is molded into the edge of the lock stile which the lock hardware is installed. Sash and Frame Reinforcement: No reinforcement 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 Statues including Federal Law Title 19,Chapter 47 Stork Twin City Testing is an operating unit of Stork Materials Technology B.V.,Amsterdam,The Netherlands,which is a member of Stork group STORM" Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: 4 OF 9 DATE: 07/13/10 SAMPLE DESCRIPTION (CON'T): Weatherstripping: Description Quantity Location Foam-filled Vistaflex-skin offset bulb 1 row Frame head,and jambs with rigid polypropylene base. Foam-filled Vistaflex-skin bulb with I row Frame sill Santoprene leaf and rigid polypropylene base. 0.250"dual-durometer polyolefin and 1 row Perimeter of sash Santoprene with Arloc slip-coat hollow bulb. Hardware: Description Quantity Location Handel activated 3-point lock with metal 1 Side jamb keepers Euro hinges 4 Hinge side jamb Truth Friction Adjuster 2 Head and sill Installation: The units of 1, 2 and 3 were installed into a non-grade western (pine) 38mm x 244mm (1-1/2"x 9-5/8") test buck and secured with 256mm (10-1/16") long x 41 mm (1- 5/8") wide Kolbe & Kolbe Installation clips, spaced 457mm (18") from each corner of the head and sill, and 366mm (14-13/32") from each corner and on center at the side jambs. 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 screw with a hammer bend application. Unit 4 utilized #10 x 64mm (2-1/2") PFH screws that ran through the side jambs spaced 261mm. (10-19/64") from each corner and on center, and the head and sill were spaced 305mm(12") from each corner and on center. 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 51mm (2") 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 32mm (1-1/4") x 13mm (1/2") strip of plywood secured with 51 mm (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. 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 fmudulenl 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 STO R M Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: 5 OF 9 DATE: 07/13/10 TEST RESULTS: Parap,raph ACTUAL REQUIREMENTS 5.3.1 Ease of Operation Sash—Open (Initiate) 36 N (8 lbs) 155N (35 lbs) Sash—Open (Maintain) 16 N (3.5 lbs) 135N (30 lbs) Sash—Close (Initiate) 9 N (2 lbs) 155N (35 lbs) Sash—Close (Maintain) 27 N (6 lbs) 135N (30 lbs) Latches Open 14 N (3.25 lbs) 100 N (22.5 lbs) Close 29 N (6.5 lbs) 100 N (22.5 lbs) 5.3.2 Air Infiltration Chamber Pressure, Pa (psf) +75 (+1.57) +75 (+1.57) L/s/m2 (cfm/ft2) 1.02 (0.20) 1.5 (.30) maximum The tested specimen meets or exceeds the performance levels specified in 101/I.S.2/A440-08, 101/I.S.2/A440-05,NAFS-02 and 101/I.S.2-97 for air infiltration. 5.3.2.2 Air Exfiltration Chamber Pressure, Pa (psf) -75 (-1.57) -75 (-1.57) L/s/m2 (cfm/ft) 0.90 (0.18) ---- AVERAGE L/s/mZ 0.96 (0.19) <1.5 (0.3) =A2 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 the interior face. 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.) 838 (33) Sash Rail Deflection, mm (in.) 1.02 (.04) <L/175 =4.79 (.189)max Chamber Pressure, Pa(psf) -3360 (-70) -3120 (-65) Duration, sec. 60.00 10.00 Sash Rail Deflection, mm (in.) 1.27 (.05) <L/175 =4.79 (.189)max Information and statements in this report are derived from material,information and/or specifications famished by the client and exclude any expressed or implied wanannes 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 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 STO K r Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: 6 OF 9 DATE: 07/13/10 TEST RESULTS (CON'T): Paragraph ACTUAL REQUIREMENTS 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.) 0.05 (.002) <0.3%L=2.51 (.099) max Chamber Pressure, Pa(psf) -5040 (-105) -4680 (-97.5) Duration, sec. 10.00 10.00 Permanent Set, mm (in.) 0.03 (.001) <0.3%L = 2.51 (.099)max 5.3.6.4.3 Sash Vertical Deflection Test(A440-05/08 5.3.6.3.2 Sash Vertical Deflection Test(NAFS-02) 2.2.5.6.1 Vertical Deflection Test(101/I.S.2-97) Concentrated Load, N (lbs.) 270 (60) 270 (60) Duration, sec. 60.00 60.00 Deflection, mm (in.) 0.99 (.039) <17.30 (.68) 5.3.6.6.2 Distributed Load Test (A440-05/08) 5.3.6.5 Distributed Load Test (NAFS-02) 2.2.5.6.2 Hardware Load Test (101/I.S.2-97) Uniform Load, Pa (psf) 300 (6.2) 300 (6.2) Duration, sec. 10.00 10.00 Load Orientation (open) Pass Operable after loading 5.3.5 Forced Entry Test Grade 10 Type B No Entry No Entry TEST RESULTS ASTM E1996, E1886: TEST SEQUENCE: a. Missile Impact b. Positive Cyclic Load c. Negatiye Cyclic load IMPACT TEST: (Missile Level D,Wind Zone 4) Missile Species: Southern Yellow Pine Missile Weight: 4199 grams(9 lbs 3 oz.) Missile Length: 2.39 m(7'-9 '/2") Conditioning Temperature: 24°C(75° F)>4 hours The specimens tested meet or exceed the Pass/Fail Criteria of ASTM 1996-09 Para. 7 htformation 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 out-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 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 STO R W Materials Technology Stork Twin City Testing Corporation PR03ECT NUMBER: TCT003813P-0121 PAGE: 7 OF 9 DATE: 07/13/10 TEST UNIT #1-PASS Center Missile Velocity: 15.22 mps (49.92 fps) longitudinal axis - <5° i' Observations: No rips, tears or separations �I Impact Location: x axis—381 mm (15.00"),y axis—813mm (32.00") • Lower Corner Missile Velocity: 14.94 mps (49.00 fps) longitudinal axis - <5° Observations: No rips, tears or separations • Impact Location: x axis—203mm (8.00"), y axis— 191 mm (7.50") i TEST UNIT #2-PASS Upper Corner Missile Velocity: 14.94 mps (49.00 fps) longitudinal axis - <5° Observations: No rips, tears or separations Impact Location: x axis—203mm (8.00"), y axis—229mm (9.00") • Center Missile Velocity: 14.94 mps (49.00 fps) longitudinal axis - <5° Observations: No rips, tears or separations Impact Location: x axis—381 mm (15"), y axis— 813mm (32.00") TEST UNIT#3-PASS --_ Lower Corner Missile Velocity : 15.18 mps (49.78 fps) longitudinal axis - <5° Observations: No rips, tears or separations Impact Location : x axis—229mm (9.00"), y axis—229mm (9.00") • Center Missile Velocity: 15.18 mps (49.78 fps)longitudinal axis - <5° Observations: No rips, tears or separations • Impact Location: x axis—368mm (14.50"),y axis—813mm (32.00") L 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 testedor 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 maybe punished m 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 STORHR% Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: 8 OF 9 DATE: 07/13/10 TEST UNIT #4-PASS TEMPERED SUBSTITUTION Center Missile Velocity : 14.94 mps (49.0 fps) longitudinal axis - <5° Observations: No rips, tears or separations Impact Location : x axis—381mm (15.00"), y axis— 826mm (32.50") Upper Corner Missile Velocity: 14.94 mps (49.00 fps) longitudinal axis - <5° Observations: No rips, tears or separations Impact Location: x axis— 191 mm (7.50"),y axis—203mm (8.00") CYCLIC LOAD TEST: The specimens tested meets or exceed the Pass/Fail Criteria of ASTM 1996-09 Para. 7 CYCLIC TEST PRESSURE: (PA.=P.,,,, =3120 PA (65 psf) (Pd)oat=P...=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 psf) 0—39psf) (32.5 —52psf) 19.5 —65psf) 1.5 Seconds 3.0 Seconds 1.3 Seconds 2.7 Seconds 3500 300 600 100 NEGATIVE # OF OUTWARD ACTING CYCLES/STAGE 1008—3360 PA 1680—2688 PA 0—2016 PA 672— 1680 PA 21 -70 s 35- 56 ps 0-42 s 14-35 s 3.0 Seconds 1.6 Seconds 3.0 Seconds 1.9 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 Para.7. 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 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 ' Ri ORK Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: TCT003813P-0121 PAGE: 9 OF 9 DATE: 07/13/10 TEST RESULTS CONT: General Note: 2 mil plastic was required during cycling, but its use had no direct impact upon the unit during cycling. Official Observers: (part or all of testing) John Bordagaray— Stork Twin City Testing Gary Norenberg— Stork Twin City Testing TEST PROCEDURE: The tests were conducted in accordance with ASTM, 101/hS.2/A440-08, 101/I.S.2/A440- 05, NAFS-02 and 101/I.S.2-97 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. 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 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 ofthe Stork group 90575.01-109-44 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Hardware: Description uanti! Location Barrel hinge 4 Hinge jamb; 9-1/2", 37-1/2", 63-1/2" and 91-1/2" up from sill Lever handle with 1 Locking jamb; 35" up from sill multi-point locking Drainage: The unit utilized a sloped sill. Reinforcement: No reinforcement was utilized. Installation: The unit was installed into a Spruce-Pine-Fir wood buck. The unit was secured with pairs of#8 x 2" long wood screws through the wood buck into the frame of the unit, located 3" from each corner and spaced 10" on center around the perimeter. The exterior perimeter was sealed with silicone. Ak 90575.01-109-44 Architectural Testing Page 4of10 Test Results: The following results have been recorded: ASTM E 1886,Large Missile Impact Conditioning Temperature: 21°C (70°F) Missile Weight: 4137 g (9.12 lbs) Missile Length: 2.4 m(T 10-1/2") Muzzle Distance from Test Specimen: 5.2 m (17 ft.) Test Unit#1 Impact#I: Missile Velocity: 15.3 m/s (50.2 fps); orientation within f5° of vertical Impact Area: Center of glass Observations: Missile hit target area, fractured exterior layer,of laminated glass, shattered interior layer of tempered glass, no penetration. Results: Pass Test Unit#2 Impact#I: Missile Velocity: 15.2 m/s (49.8 fps); orientation within±5° of vertical Impact Area: Lower left corner of glass Observations: Missile hit target area, fractured exterior layer of laminated glass, shattered interior layer of tempered glass, no penetration. Results: Pass Test Unit#3 Impact#1: Missile Velocity: 15.2 m/s (49.9 fps); orientation within±5° of vertical Impact Area: Top right corner of glass Observations: Missile hit target area, fractured exterior layer of laminated glass, shattered interior layer of tempered glass, 1-1/2" long tear at center of impact location,no penetration. Results: Pass Note: See Architectural Testing Sketch #1 for impact locations. Ak 90575.01-109-44 Architectural Testing Page 5 of 10 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#1 Design Pressure: ±2010 Pa (±42.0 ps f POSITIVE PRESSURE Pressure Number of Average Maximum Deflection at Indicator mm (inch) Range Cycles Cycle Time Pa (psf) (seconds) #1 #2 #3 402 to 1005 3500 2.72 2.8 (0.11) 2.8 (0.11) 3.0 (0.12) 8.4 to 2 1.0 0 to 1196 300 3.02 3.0 (0.12) 3.0 (0.12) 3.3 (0.13) 0 to 25.0 1005 to 1627 600 2.24 3.6 (0.14) 3.3 (0.13) 3.8 (0.15) (2 1.0 to 34.0 622 to 2010 100 3.26 8.4 (0.33) 5.8 (0.23) 6.4 (0.25) (13.0 to 42.0) Permanent Set 1.3 (0.05) 1.3 (0.05) 1.3 (0.05) NEGATIVE PRESSURE Pressure Number of Average Maximum Deflection at Indicator mm (inch) Range Cycles Cycle Time Pa (psf) (seconds) #1 #2 #3 622 to 2010 50 2.82 5.3 (0.21) 7.4 (0.29) 5.8 (0.23) 13.0 to 42.0 1005 to 1627 1050 2.45 5.3 (0.21) 6.4 (0.25) 5.1 (0.20) 21.0 to 34.0 0 to 1196 50 3.84 4.8 (0.19) 5.3 (0.21) 4.1 (0.16) 0 to 25.0 402 to 1005 3350 2.65 4.8 (0.19) 5.1 (0.20) 4.1 (0.16) (8.4 to 21.0 Permanent Set 2.3 (0.09) 1.3 (0.05) 1.5 (-0.06 Observations: No additional damage or deglazing was observed. Result: Pass Note: See Architectural Testing Sketch #2 for indicator locations. Test Specimens #1 and #2 were cycled in a common chamber. 90575.01-109-44 Architectural Testing Page 6of10 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#2 Design Pressure: ±2010 Pa (±42.0 pso POSITIVE PRESSURE Pressure Number of Average Maximum Deflection at Indicator mm (inch) Range Cycles Cycle Time Pa (psf) y (seconds) #1 #2 #3 402 to 1005 3500 2.72 2.8 (0.11) 3.0 (0.12) 3.0 (0.12) 8.4 to 2 1.0 0 to 1196 300 3.02 3.0 (0.12) 3.0 (0.12) 3.3 (0.13) 0 to 25.0 1005 to 1627 600 2.24 3.3 (0.13) 3.8 (0.15) 3.6 (0.14) 21.0 to 34.0 622 to 2010 100 3.26 5.8 (0.23) 6.4 (0.25) 6.6 (0.26) 13.0 to 42.0 Permanent Set 1.8 (0.07) 1.8 (0.07) 1.5.(0.06) NEGATIVE PRESSURE Pressure Number of Average Maximum Deflection at Indicator mm (inch) Range Cycles Cycle Time Pa (psf) y (seconds) #1 #2 #3 622 to 2010 50 2.82 4.3 (0.17) 8.9 (0.35) 8.4 (0.33) 13.0 to 42.0 1005 to 1627 1050 2.45 4.1 (0.16) 7.6 (0.30) 5.8 (0.23) 21.0 to 34.0 0 to 1196 50 3.84 3.6 (0.14) 6.9 (0.27) 5.3 (0.21) 0 to 25.0 402 to 1005 3350 2.65 1.8 (0.07) 4.3 (0.17) 4.3 (0.17) (8.4 to 2 1.0 Permanent Set 1.3 (0.05) 2.3 (0.09) 2.3 (0.09) Observations: No additional damage or deglazing was observed. Result: Pass Note: See Architectural Testing Sketch #2 for indicator locations. Test Specimens #1 and #2 were cycled in a common chamber. 90575.01-109-44 Architectural Testing Page 7 of 10 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#3 Design Pressure: ±2010 Pa(±42.0 psf) POSITIVE PRESSURE Pressure Number of Average Maximum Deflection at Indicator mm (inch) Range Cycles Cycle Time Pa (psf) y (seconds) #1 #2 #3 402 to 1005 3500 3.60 3.3 (0.13) 3.6 (0.14) 4.8 (0.19) (8.4 to 21.0) 0 to 1196 300 2.92 4.3 (0.17) 4.3 (0.17) 4.1 (0.16) (0 to 25.0) 1005 to 1627 600 2.38 5.1 (0.20) 6.4 (0.25) 6.4 (0.25) (21.0 to 34.0) 622 to 2010 100 3.60 5.3 (0.21) 7.1 (0.28) 6.9 (0.27) (13.0 to 42.0) Permanent Set 0.5 (0.02) 0.5 (0.02) 1 0.8 (0.03) NEGATIVE PRESSURE Pressure Number of Average Maximum Deflection at Indicator mm (inch) Range Cycles Cycle Time Pa (psf) y (seconds) #1 #2 #3 622 to 2010 50 2.57 3.8 (0.15) 9.4 (0.37) 9.7 (0.38) (13.0 to 42.0) 1005 to 1627 1050 2.06 2.0 (0.08) 6.6 (0.26) 4.6 (0.18) (21.0 to 34.0 0 to 1196 50 2.97 0.5 (0.02) 4.6 (0.18) 3.3 (0.13) (0 to 25.0) 402 to 1005 3350 2.21 0.5 (0.02) 3.3 (0.13) 1.0 (0.04) (8.4 to 21.0) Permanent Set 0.5 (0.02) 1.0 (0.04) 0.5 (0.02) Observations: No additional damage or deglazing was observed. Result: Pass Note: See Architectural Testing Sketch #2 for indicator locations. Ak 90575.01-109-44 Architectural Testing Page 8 of 10 General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E 1996. Test Equipment: (See Appendix A) Cannon: Constructed from steel piping utilizing compressed air to propel the missile Missile: 2x4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Deflection Measuring Device: Linear transducers Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. List of Official Observers: Name Company Keith Birden Duratherm Window Corporation Aaron M. Shultz Architectural Testing, Inc. Michael D. Stremmel, P.E. Architectural Testing, Inc. Ken R. Stough Architectural Testing, Inc. Ak 90575.01-109-44 Architectural Testing Page 9 of 10 Detailed drawings, data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. i Digihally Sigried by:Ken R S"h Digitally Signed by:Joseph A.Reed Ken R. Stough Joseph A. Reed, P.E. Technician Director- Engineering and Product Testing KRS:dem Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Test Equipment(1) Appendix-B: Sketches(2) Appendix-C: Photograph(1) Appendix-D: Drawings(8) Ak 90575.01-109-44 Architectural Testing Page 10 of 10 Revision Log Rev. # Date Paye(s) Revision(s) 0 04/30/09 N/A Original report issue I ills rcport produced from contr01iCd doCUPICIlt tempkitt,A] 1 0016:x.rcvised 03'05 09. 90575.01-109-44 Architectural Testing Appendix A Test Equipment Instrument Manufacturer Asset# Control Panel Architectural Testing, Inc. 5406 Cannon Architectural Testing, Inc. 5118 Linear Transducer Celesco 62182 Linear Transducer Celesco 62183 Linear Transducer Celesco 3439 REV DATE DESCRIPTION BY #3 #1 #2 IMPACT LOCATIONS PROJECT NO, PROJECT NAMEi Door - ASTM E 1886/1996 DRAWING DWG, BY, 90575.01 TJM 1 OF 109-44 CLIENT Duratherr� Window Corporation Sketch #1 (Impacts) reseng 4/27/09 1 REV DATE DESCRIPTION BY #1 #2 #3 INDICATOR LOCATIONS PROJECT NO. PROJECT NAME, Door - ASTM E 1886/1996 DRAWING DWG. BYSHEETEl 90575.01 TJM 109-44 CLIENT, Duratherm Window Corporation Sketch #2 (Indicators)Architectural Tatiug 4/2 7/0 9 90575.01-109-44 Architectural Testing Appendix C Photograph Photo No. 1 Out-Swing Door UUT�eDo"` WING DOOR 23/64" I - 1 / 10 25/64" I 7/811 5/1 Go 9 64" 2- 11211 L 3/4" I " 518" 31® 3/4" (est say"ipk colovotno ars t-,t. (>(? ?rik,ialt n, j)eviao /4" I/4" is porta j 1/4" !)clic `ec -- 2- 1 /401 1 - 1/2 2I/.32"L 1 - 17/32 U,11 X�1/1 Gl I/16" 2 I° BML 3/1 611 I/8 I/2" I/2" " 50 BML 9/322 911 G" 7/51f 2-7/1 Gn !®2 3/8" 75/1 6 3-3/411 1/�° t is° i OUT5WING DOOR ----------------- G-1/4" UPDATED 07-19-06 OUT5WING DOOR N ('• f p t i� Ink, c.cmp4t%with tress':dotaffs� llotcA BOB BO BOA BO CORP 1/8'TAKEN OPE ALL AROUND BOC .I 4-5/8u /4u I B° e511 G' I/4' �D 3/1 6 3/B" 1/4' 1-1/B' C!1 :2 7 11 9/1 Gn 5-3/8 90 BEVEL ..I=�r.i:0i?iP%1C:- lnr;P�'1 CEIt?SE?C�iGe'1gi � fill a Wl loft (i'1'dt:9[.i4f17i 0.i"' Ng' G DO1Ao0-p.Tm/N &K`m% 1 - 11211 1/2v 3/411 Ilk 5/1 G" 1 -3/4 5/1 G° 211 411 Ilk 5/1 Go 25/G40 6®B 3/411 WG410 _33/GW 411 Ilk /I 1/23 1/2° 1/50 31 16° Ilk 2- 1/4" 1 -3/411 THE5E FRAME PIECES ARE U5ED WHEN THE UNIT 15 NOT ALL 5AME 5PECIE5 OF WOOD OUT5WING DOOR a . Tc-v1,,,these Ted X01°1 IC7— 1/411 II Ilk 0 2-7/1 GN ® . 15/1 G° 1-1/22 2-1/40 f'TMCW FRAME FOC=ARE USED WIEN THE UNIT 15 NOT ALL 5AME 5PECIE5 OF WOOD OUT5WING DOOK 2-7/1 G' e 4b e ua��ati�d \ 6 b 6-1/4" ?a esE. sample eanplies with these cP tails Ou Deviations are noted, OT5WII" ' G DOO "'m%, "(wrYf$ i.iatc _. Yea) 1 /40- 5/1 G" 9® B L 3/1 Go I 3/4" 1 8' 1/4° 3/1 P' 81A : z CORE � �I� SIC �l 2- 1/411 Bill of Materials: -_- ❑.—_ _-�.� \\ z z3 1 / .I r'� „�.,.,,[ z _..+w� r f d;dai'b J (2)_Mi ageJamb ous Door wu '`3J o ,„y Doo,wm -- { Head - — _- I owvgnp I r�o \`I 6 \\ /' ��' �.,..nlrn.....in•:i...n.e•-r.•w,....n•W n•y.,...:oc„n.i..•unr....zn..n.a:�.M.s n lo--- - -1T pox a Glazing: 2 / \ 40 111.. // \ •:,ir.[e........w O5u[swnp Ooa urnt w,wJurgl:e�nw.:nJnxxrm \ Duratherm Window Shop Drawing Nfi0wr Lar0ogien ]28 Nw.n 58eeIV rc05888 7c1.)27)875558 Fex(207)812V31 1E5 CR E 1A 1 _ REV 4R M1p ...s , O././... Interior - a-uo J E>ctenor :. 1 SSCRIEUm C_--._-._—__f_._.____D__SSC2[MM-ESC._---.—_JL__—.- ..__-_--_..._._C 31 SITE PLAN BASED ON COVENANTS AND RESTRICTIONS SGDHS REF. No. RIO-06-00&5 ORIGINAL SURVEY BY: "�"�'� A. THAT THERE SHALL BE 50' BUFFER "BET BACK FROM THE TOP OF BLUFF" PECTTION OF THE REMOVAL OF PREVIOUS 5GDH5 REF. NO. 51 0- -0001 ANTHONY ABRUZZO R L.S. DEAD OR NOXIOUS VEGETATION; AND WITHIN SAID BUFFER TO BE UND115TURSED WITH THEETHE 50ABUFFER DEAD TREE5 AND N SOU HO D, NS LANE CHERRY TREE5 SMALLER THAN 5" CAN BE REMOVED BY HAND, RE-VEGETATE CD WteC PERMIT NO. 1-4-0&-05556/00001 DATED: 10/30/05 NY I UNDERSTORY WITH LOW BUSH BLUEBERRY, INK BERRY AND BAYBERRY. EXISTING TREE5 MAY BE MANUALLY PRUNED AND TRIMMED A5 NECESSARY. SRADIN6 a CA 155LW: 6/2/2006 WITHIN THE 50' BUFFER 15 PROHIBITED. l NCA / r B. THAT NO CLEARING OF SAID 50' BUFFER, WITH THE EXPECTATION OF THE 6 38 SMW LOAM REMOVAL OF DEAD OR NOXIOUS VEGETATION, SHALL TAKE PLACE WITHOUT THE J APPROVAL OF THE TOWN PLANNING BOARD;AND 42 - - a' ! 440. THAT THEIR SUCCESSORS AND/OR ASSIGNS, MUST SUBMIT AN EROSION ___ 46 CONTROL AND RE-VEGETATION PLAN TO THE TOWN PLANNING DEPARTMENT 50 WHEN 5f---EKING THE AFOREMENTIONED APPROVAL; AND r 54 ueMr 5WM D. THAT NEWLY PLANTED AREAS A5 NOTED ON THE PLAT SHALL SURVIVE FOR 52 SNIV AW 58 � A PERIOD OF TWO (2) YEARS FOLLOWING THE RELEASE OF BOND; AND IJ l r r 56 40 E. THAT NO STORM WATER RESULTING FROM THE DEVELOPMENT AND IMPROVEMENT OF THE SUBDIVISION OR ANY OF ITS LOTS SHALL BE rJ r 21, 0I5(7,HARGED DOWN THE FACE OF THE BLUFF IN ANY MANNER; AND GOMN" .NO HATM EW,0UNTEFM F. THAT NO NEW 5TRUGTURE OR SANITARY FACILITY SHALL BE CON5TRU6TED c wn+essW SY'S=46 OR OTHERWISE LOCATED WITHIN 100 FEET LANDWARD FROM THE TOP OF BLUFF; - - - - - - dAND G r `D TE5T HOLE N0.2 6. THAT ON AREAS OF THE BLUFF THAT HAVE EXPOSED SOIL, BEACH 6RAS5 (AMMOPHILIA BREVILIOULATA) SHALL BE PLANTED PRIOR TO THE RELEASE OF NOT TO SGALE THE PERFORMANCE GUARANTEE AND THAT SAID BEACH GRASS SHALL SURVIVE FCR A PERIOD OF FIVE (5) YEARS; AND � J r r r II o H. THAT PRIOR TO THE FINAL APPROVAL OF THI5 MAJOR CLUSTER 5UBPIV1510N DECLARANT5 SHALL PROVIDE A 516NED WRITTEN STATEMENT ADDRE55ED TO J i rr rI J / 1 \\ �� N THE PLANNING BOARD THAT STATES "THE CREATION OF THIS SUBDIVISION IN NO I r I r J j / I �� WY COMMITS EITHER THE TOWN OF SOUTHOLD OR THE COUNTY OF SUFFOLK TO ANY PROGRAM TO PROTECT THI5 PROPERTY FROM BLUFF AND SHORELINE � ER05ION THROUGH THE GON5TRUGTION OF ENGINEERING OR OTHER WORKS; AND I. THAT PRIOR TO ANY GON5TRUG7ION ACTIVITY, DECLARANTS SHALL SECURE A / \ GENERAL PERMIT FOR STORM WATER RUNOFF FROM CONSTRUCTION ACTIVITY (&P-02-01) ADMIN15TERED BY THE NEW YORK STATE DEPARTMENT OF EMJI RONMENTAL PROTECTION (DEG) UNDER THE PHASE 11 STATE POLLUTANT 121 iGHAR&E ELIMINATION SYSTEM (SPDES) PROGRAM;AND J. THAT NO STAIRWAY5, STAIRS OR OTHER STRUCTURES SHALL BE INSTALLED WHICH ALLOW ACCESS TO THE BEACH FROM PARCEL I;AND r JlJJJ1J ! ! / � r K. THAT NO 5TRUGTURES SHALL BE PROPOSED OR PERMITTED WITHIN 100 FEET FR�9M THE TOP OF BLUFF LINE WITHOUT A GNGRADIPLAN APPROVED BY THE TEST \ HOLE OFFICE OF THE TOWN ENGINEER AND THE PLANNING BOARD AND ALL r l l r l \ // TT APPROPRIATE PERMITS;AND 1 I L. THAT THE CLEARING OF EXI5TIN6 WOODSNE&ETATION IN THE NORTHERN fn J 53 ° r _ — � _ _ �/� 1 / AREA OF PARCEL 5 IS PROHIBITED;AND O _ J ' �'(�• �� E I ; O / �� I M. THAT THE FINAL MAP SHALL BE RENDERED NULL AND VOID AND THE APPROVAL OF THE SUBDIVISION INVALID IN THE EVENT THAT THE CLOSING OF J r / THE DEVELOPMENT R15HT5 SALE 15 NOT COMPLETED AND PROOF OF SUCH W N GL0506 15 NOT SUBMITTED TO THE TOWN OF SOUTHOLD PLANNING T' DEPARTMENT;AND cy m !!� n ?j \ 150' I �� r N. THAT THE TOWN OF SOUTHOLD BUILDING DEPARTMENT SHALL NOT ISSUE \0 PROP05ED \ R�4DIUS PROM J / BUILDING PERMITS FOR ANY LOT DEPICTED ON THE FINAL MAP UNTIL THE X 8'(PXIO' DEEP HELL 1'ROPpgEp WELL J ri 61-051N6 OF THE DEVELOPMENT RIGHTS SALE 15 COMPLETED IN ACCORDANCE W th L.P. FOR RDOF Wlll-I THE APPROVED MAP AND PROOF OF SUCH CLOSING 15 SUBMITTED TO THE RUNOFF \ LOT #2 ' r TOWN OF SOUTHOLD PLANNIN6 DEPARTMENT;AND X z ' r O. THAT THE SUBDIVISION OPEN SPACE IS EQUAL TO 81,43q SQUARE FEET OR � o 2 r _� -�-- 2 2 PROP05ED r > � .G 2 ACRES AND 15 INCLUDED IN AND PART OF PARCEL 5;AND = US LINp7- OF \ &VXIO' DEEP / 1W� CLEARING ,� L.P. FOR ROOF / P. 'jHAT THIS SUBDIVISION IS SUBJECT TO THE ARTICLE XXII, FARMLAND BILL OF O / / \ �� RUNOFF / Rk%h' D 5 [ADED 5-2"1 lqq� F.r L.L. NO.I!-1-all-; SEfTION !DO-s?'�. R!r�►}.T TO FARM; OF 'Eric TOA4 OF SOUTHOLD TOWN CODE. ` 0 12' CEDAR //. C/ T #3 ANT) —1 w Lu SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES /�D / ENGINEER: PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PROPOSE I / )I RESIDENG ! i 1 SINGLE FAMILY X21=SIDENCE ONLY / h BEDRoo I l / N3°�8,30r Pi \ � o • "o° / / / ---0--0 ROPOSED DATE / dpo H.S. RF-r-,. N0. ak)- ( o ----- n .. WELL �� 1-r f it rnr \ �' • o o. r / FOR MAY � s s 16' H ,y;,' I l r l DW7 �.. 12 DWD ,f / / co / / / I ! r ! / " --•— — — — ° LINE OF SILT r APPROVAL EXPIRES Tl4 • _YEARS FROM DATE O*- AA, ROVAL X3� OQ493 12• HD ` : \ FENCE AND ft- HAYBAL -ft* / / ! I S, .-.. 9 5T FR4�c�SS1 NRtiP..E �. EPLu C i HOT I a ;.,r•.,.,;. / i^ N � TUB ' HDYJD '.SLP /i 3 / ul) I W N ¢LOT #4 O ` " .. � \ •" r'R ,�� r � � (VACANT) / / # W PROP05ED I2 HDW7 Llpy p O � , V'PXIO' DEEP -------- �IOSED,p ' °v ( WELL5) LOT 5 u: v L.P. FOR S Rl rr / i / ' (NO I-ELL5) # Q ROOF RUNOFFQ \7c , ' "oft J ,zLLI— \\\\\ ft-ft IN) — 00 — I -j 1 � o as } O _ z o N \ \ �� D- ftftz zkbp o Q $4 '69' ' a � ° ° Oo i —— — — — — — — TREES TO BE ' r z v � T- 7- 0 y REMOVED - -, NOTE: THERE ARE NO WELLS WITHIN �� ;J O IL IL I >n 150 FEET OF PROPERTY PROPOSED 7 BEDROOM SEPTIC 5Y3TEM: 1-2000 GAL. SEPTIC, TANK w/ I-& DIA.xIqDEEP O L.P. (PROVIDE 50% EXPANSION) if CD / c� s (001,4E5TIG WATER, IRRIGATION AND / FIRE PROTECTION) (� NOT TO SCALE / SITE PLAN PE=EL #i PAGE : / TOTAL AREA = 8q,gg8.47 5CG2.FT. / = 2.07 ACRES BUILDABLE LAND = 65,202.03 50.FT. / 0 3o bo CIO 120 Iso 40% CLEARED OF TOTAL AREA 30 Is I" = LOT COVERAGE = 5c122 50.r-T. / 65,202.03 SOFT. = .Oql = q.1% GRAPHIC SG 40 30'-0" I ONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND AGCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL C SURVEY OF LOTS 1 , 2 , 3 & 4 MAP OF OREGON LANDING 11 FILE No. 1 1457 FILED OCTOBER 30, 2006 SIT UA TE MAY 18 2012 CUTCSOGUE TOWN OF SOUTHOLDBLDG. DEPT. 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 SCALE 1 "=40' OCTOBER 25, 2010 0- ,' JUNE 23, 2011 ADDED ADDITIONAL TOPOGRAPHY �oC, JANUARY 5, 2012 MARKOUT CLEARING LIMITS & 100' BLUFF SETBACK ��ory° /' /'/� FEBRUARY 8, 2012 STAKE HOUSE FOUNDATIONS & WELLS // eP�e��1 ,?ice' ' MARCH 14, 2012 FOUNDATION LOCATION EAST BUILDING o°y° MAY 18, 2012 STAKE GARAGE & FOUNDATION LOCATION WEST BUILDING '' y ' / / ' ' / ' � \\\~ III ! _% \ i AREA DATA AREA DATA FOR LOT 2 Ci / -_ / /\ \ /j//j j 'i�/� 'j�__�� \\�^\�\\I�/ /�3R LOT 1 82,061 sq. ft. 187,816 sq. ft. A TOTAL AREA /'i'/i'�/�'% '�Y �'-- �� =\\1y�I ,� /��S 1000-82-02-3.1 1.884 ac. 4.312 ac. RIGHTS OF WAYS 112,904 s ft. LOT 2 187,816 sq. ft. q• / , , /, / / / 1 / I / / \8 1000-82-02-3.2 4.312 ac. AREA 2.592 ac. I ii'/ i \�sr AREA LESS 74,912 s ft. / / o LOT 3 51,485 s ft. q 'i/'i/'/ //'�i' — 1 11 1 �\ \ \\ / / ! / \ sr\\ q RIGHTS OF WAYS 1.720 ac. A 1000-82-02-3.3 1.182ac. LOT 4 54,007 sq. ft. 1000-82-02-3.4 1.240 ac. / \\ \\ \\ ` \ \ \ ,/ / I I I \ \ 6 / TOTAL 375,369 sq. ft. °130 8.618 ac. \S \" /��• / / / i//i / j'i, //��'i ///i /i i / //'i/i _ \�I�I I I / i 1 1 I I \ \O 60 —- 1 IJ 1 \ \ °i' // //��/i' i'/i'i i�// '/ i%' 0Z 1119 60 --- _ r / 6 ! LOT 1 000-88 / 2— 2— ✓'// /'/��//�j/��//��//%�///'�j_ j�/jam�J moi/ //' //'/��0`'\�\C / I rl \ c)�7 liiililillililillil II r .; / / ao� \G�G`�°' o ti o I Ii I I I I I I I I �° \\ G� // \ C \��100' SETK o j 0" \ /' \ 24.6' 14. OI I �0O\J` /' / \ \ /\ LO I I 11 9Po�0 F� /' 'o�000 ��'\'\ \ yo 5`�/ (0 IC) *STK \� 06 CONCRETE FOOTING f N j S \ \ 24.6' \ �5 \\ \ WELL\ 82.5' \ 1\ \ CONCRETE \ \ FOUNDATION \ BM TREE �o 00 �\ COO CO \ \ SET IN / '\ TOP 6�5 1�TION 65.0 �rn�,Z5 90� \ � co ,. \ \ ELEV Imp o / m /' 82.5' \ N STK \ \ F z kp h STK `� G) /'' \ •�17�, S�P�` t \ I N STK o \9P ti9 \ l STK 0,� �/ tQ LOT ,� O CD \ \\\\\ \ S /' i \\\ `\ c-- �' ,.�5 / /�N�� ` �� \\ °off \\ / CQ; //\\\\\ //per = \ -- / �•o / I I l .- 1 I \ y o j \\ i \\yl \\ -'J\ /// LOT 3111/ x'82—G2-3.3/ I 9 \ LOT 4 \ / I / / I \ r ,' 1 I I\ \\ I DIRT Rono \ 1 1 -1A ji' \ II �--------70 /------�I \ \ �' I\ 5 1 O I ,-b5\\ 1 1 S I \\ 1 1 1 \ 1 \ I \ I \ l\ PREPARED IN ACCORDANCE WITH THE MINIMU \ STANDARDS FOR TITLE SURVEYS AS ESTABLI ED \ BY THE L.I.A.L.S. AND APPROVED AND AD ED \ FOR SUCH USE BY THE NEW YORK STA LAND \ TITLE ASSOCIATION. c- of- 1;W"TT co i / I � N.Y. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III 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 ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isoksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE 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 '+ r SURVEY OF LOT I MAP OF OREGON LANDING 11 FILE No. 11457 FILED OCTOBER 30, 2006 SI T Uri TE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK �V S.C . TAX N®. 1000-82-02-3. 1 SCALE 1 "=40' OCTOBER 25, 2010 9+ 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 D MAY 18, 2012 STAKE GARAGE & FOUNDATION LOCATION WEST BUILDING DECEMBER 4, 2013 FINAL SURVEY ON LOTS 1 & 2 MARCH 7, 2014 REVISED GARAGE JUNE 11, 20124 REVISE LEACHING POOL #2 LOCATION AREA — 82,061 sq. ff. _ OCT 6 2014 Lill 1 .884 ac. SUFFOL4<COLINU k'OE'rPARTME%)T OF HEALTH SERVICES Af-'I' ;L OF 00,MSTRUCTED WORKS FOR �FF A SINC lE FAMILY RE�:IOENCE 0 3 20141..,. `QQ The al"d W'3te Sb pp;y t3riiit'.U': ?t tlti^RD%i3ton 16u9Vbeen inspec.ed and;Or CtO ified by this Depar4'nC;,;;^raiser 8;en^.ies and found to be satisfactory)FOR.A VIA XIMLIhkr,4e__. I�E'%) OOMS. Q�30 GQPS�P-�P�� Office of.Wastewater Management k-TO. 'Cl O � �9 /1F�� SEPTIC SYSTEM & WELL TIE MEASUREMENTS LOT 1 ' HOUSE GARAGE HOUSE N$� O / CONC WALLS CORNER �A CORNER© CORNER � / & STEPS ROOF OVER CLEAN OUT 82 5' 29 0' I _ WOOD DECK / � COVER �� z SEPTIC TANK 100.0' 27.0' 2� az.a' COVER C FRAME HOUSE LEACHING POOL yYpp p'y Dnp 2 STOTOP FOUNDATION COVER 1 1'15.5' 40.0' sin EL..55--�7 Fq� 11.5 m LEACHING POOL SUFF.C®r t,t ..�,@ 71 ; . i��`�,IiC. sv<� J7.5' 4' N COVER 2 1 28.0 44.0' C�FFIC` " e;�'• 43 A 31.7' X'TCE OU� egOF DECK ��ELL. -t�.,�i19' PSWOODC� .�, CLEAN Sr" 'b-11T "Ilk FG R GF0 0 Qp?GQy ��prPi[ O Il �'FO ICA � S�P�SSG m � O, nG P LOT JL 1 ITV, a � e s� C11 O °. (0-10 S so 6' �0 •su',. G ss� 9,F F 2 6'OS� UNAUTHORIZED ALTERATION OR ADDITION O TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan T of t Corwin STANDARDS FOR TITLE SURVEYS AS ESTAB III BY THE L.I.A.L.S. AND APPROVED ApST'� � N'�• FOR SUCH USE BY THE NEW YO *Y TITLE ASSOCIATION. Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout 5bygl PHONE (631)727-2090 Fax (631)727-1727 LAND OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION OREGON LANDING 11 RESIDENCE LOT 1 : ISSUE TO THE 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 ENGINEERING ARCHITECT --- 7 8 ---- - . 1 2 3 4 5 6 7 8 - -- - - - - -- ARCHITECTURAL - -- i LESLIE GILL ARCHITECT A-000 DRAWING LIST 06/30/2011 63 GREENE ST. NEW YORK NY 10012 A-001 GENERAL NOTES &SITE PLAN 06/30/2011 j S-100 PLAN - STRUCTURAL: LOT 1 HOUSE FOUNDATION PLAN 06130/2011 TELEPHONE 212-334-8011 FAX 212-334-8046 j I I A-004 LOT 1 SCHEDULES: DOOR AND WINDOW 06/30/2011 S-101 PLAN - STRUCTURAL: LOT 1 HOUSE 1ST FLOOR FRAMING 06/30/2011 INFO@LESLIEGILL.COM i S-102 PLAN- STRUCTURAL: LOT 1 HOUSE 2ND FLOOR FRAMING 06/30/2011 I A-100 ARCHITECTURAL PLAN: LOT 1 HOUSE CELLAR 06/30/2011 S-103 PLAN - STRUCTURAL: LOT 1 HOUSE ATTIC FRAMING 06/30/2011 MEP/FP ENGINEER A-101 ARCHITECTURAL PLAN: LOT 1 HOUSE FIRST FLOOR 06130/2011 -- - - I 5-104 PLAN - STRUCTURAL: LOT 1 HOUSE ROOF FRAMING 06/30{2011 I I I PLUS GROUP ENGINEERING PLLC A-102 ARCHITECTURAL PLAN: LOT 1 HOUSE SECOND FLOOR 06/3.012011 S-100 PLAN - STRUCTURAL: LOT 1 HOUSE GARAGE AND EAST DECK 06130/2011 231 WEST 29TH STREET RM 706 NEW YORK NY j TELEPHONE 212-233-2700 FAX 212-233-2727 A-103 ARCHITECTURAL PLAN: LOT 1 HOUSE SECOND FLOOR 06130/2011 S-101 PLAN - STRUCTURAL: LOT 1 HOUSE GARAGE AND EAST DECK ROOF 06/30/2011 IMULLA@PLUSGROUPCE.COM A-104 ARCHITECTURAL PLAN: LOT 1 HOUSE ATTIC 06130/'2011 S-200 GENERAL NOTES AND TYPICAL DETAILS: LOT 1 HOUSE 06/30/2011 CIVIL ENGINEER A-105 ARCHITECTURAL PLAN: LOT 1 GARAGE FIRST FLOOR 06/30/2011 S-201 TYPICAL DETAILS II: LOT 1 HOUSE 06/30/2011 -- 06/30/2011 S-202 TYPICAL DETAILS III: LOT 1 HOUSE 06130/2011 I, JEFFREY T. BUTLER P.E. P.C. A-106 ARCHITECTURAL PLAN: LOT 1 GARAGE ROOF 206 LINCOLN S T REET RIVERHEAD NY 11901 S-203 TYPICAL DETAILS IV: LOT 1 HOUSE 06/30/2011 I j TELEPHONE 631-208-8850 0613012011 S-204 TYPICAL DETAILS V: LOT 1 HOUSE 06130/2011 JEBUTL@AOL.COM A-200 EXTERIOR ELEVATIONS: LOT 1 HOUSE � , LOT 1 HOUSE 06/30/2011 j I A-201 EXTERIOR ELEVATIONS: S-300 SECTIONS: LOT 1 HOUSE 06/30/201'1 I EXTERIOR ELEVATIONS: LOT 1 GARAGE 06/3012011 I '; STRUCTURAL ENGINEER I P-001 PLUMBING: LOT 1 HOUSE PLUMBING LEGEND NOTES & PLAN 06/30/2011 - - - - A 202 A-203 BUILDING SECTIONS: LOT 1 HOUSE 061301201 I I '�, � ROBERT SILMAN ASSOCIATES 0-201 PLUMBING: LOT 1 HOUSE PLUMBING RISER DIAGRAM 0613012011 88 UNIVERSITY PLACE NEW YORK NY 10003 f P-202 PLUMBING: LOT 1 HOUSE PLUMBING RISER DIAGRAM 06/30/2011 j j TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@ SILMAN.COM � I i REVISIONS I i � I j r I NOT P AA�IN©'UNn S� O FOUNDATION ",� , ,,0VED AS N 0 T E I �OCAT � ION' � H.,AS,.BEEN AP�RdVED.. a�,ro F�q�-�—I LBPME # f'�f..UiVBER CERUM 'S�;2 S A11 T G f� S FO �ILLUWNO i'ION:S: ow.Eq. �Mi SE1DR€ I�� i FouNDATIo{. T wo Reoull j l CERTfF,I -, '.Y FOR POURED CC1'a0RL_ E 2. ROUGH•FRAt0iNG,PLUMBING SOLI IN WATER STRAPPING E_. TRICAL &G. j 1 SUPPLYSY� EM0ANN0r 3 INSULATION EXCEED OF 195=1EAQ. a. FINAL- CONS T RUCTION&ELEC MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET 1 REQUIREMENTS OF THE CODES YORK STATE. NOT RESPONSIBLE F COMPLY WITH ALL CODES OF DESIGN OR CONSTRUCTION ERROI NEW YORK STATE & TOWN CODES I f AS REQUIRED AND CONDITIONS OF j SOUTHOLD TOWN ZBA OCCUPANCY OR SOUTHOLD TOWN PLANNING USE IS UNLAWFL j I SOUTHOLD TOWN TRUSTEES WITHOUT C E IT I f i t N.Y.S.DEC OF OUPiy'sl �� t� PLUIII�S. �' A�x M-4sffAE ANG 89,E F of NES ELECTRICAL INSPECTION REQUIRED IThis drawing is an instrument of professional j I service and shall remain the property of Leslie l Gill Architect whether the project for which it is { prepared is executed or not. No changes, I ,` additions, or deletions may be made except by Leslie Gill Architect. This drawing shall not be reproduced by anyone for other projects,for j ( additions to this project, or for completion of this project by others without written consent. ©Copyright 2011 Leslie Gill Architect I ' I j DRAWING j DRAWING LIST: r ; LOT 1 SCALE AS NOTED DATE Z 06.30.11 AmOOO . \ ' — � _ - _ - - - - - - - - - - - - - - - - / - - - - -- LESLIE GILL ARCHITECT - _ - \ -- \ / \ / -- \-- -- - -- - -- - - -- - -- - -- / \ TO BLUFF 100' SETBACK FROM \ \ / , LOT 1 : BLUFF \ CLEARING LIMITS / / i I / / \ / r? ISSUE FOR CONSTRUCTION \ / 1 12"CEDAR \ \ -- — ts'' ; ^>a2"-H8(ND - \— — — --- - — -\ — - — - — —� — -- _ — . -- - _\ - i -— --- — , n IS,�:,, /:- 12"HDWD __ �T - °� �' �2"HDWD ��' `� r'� s nF 7 �rti � , �� " - -- i ALLOWABLE BULDING -t t ,. AREA PROJECT ti � „ - -- - - : c — — -- -- P ' r � ', _ OREGON LANDING II RESIDENCE SIDENCE 6� \ \ \ OREGON ROAD CUTCHO : _.__ -]___ GUE, NEW YORK 11935 I \ — 6.6 ...... . _... _ , . 1 \ : . .. . .. \ I _ I� / I ARCHITECT I 7 / I --- - -- — -- / / LESLIE GILL ARCHITECT I » 63 GREENE ST. NEW YORK NY 10012 / � i _-; \ / TELEPHONE 212-334-8011 FAX 212-334-8046 I \ 1 GAS , I I INFO@LESLIEGILL.COM ��; �� 1 , 1, moi, , � V t IL — � - F % ' '' v I �� G I1. y I � � i , X. MEP/FP ENGINEER �T:: 11111111 : : \ �� WD ;4r, I'll LT 6 PLUS GROUP ENGINEERING PLLC 16"HD a,. '.e I � 11�_ _ __ ,` \ 231 WEST 29TH STREET RM 706 NEW YORK NY _��' ,,s, — _ — �� TELEPHONE 212-233-2700 FAX 212-233-2727 f) A � �' -,I �' 14"00 \1 �-`, I IMULLA@PLUSGROUPCE.COM 6 � 14"0 _ — — — _ — — I 6 — ��' ' �� A V - - - - - - - I 't �� - CIVIL ` ENGINEER ;��Jt` I . JEFFREY T. BUTLER P.E. P.C. � n _ 206 LINCOLN STREET RIVERHEAD NY 11901 n �16"HDWD : I TELEPHONE 631-208-8850 ,�� -' �� — / I JEBUTL@AOL.COM v J � � _ _ } — - I ......_ - __- . I — -- - ..- �EJt G' -- —..- —_-- -.-- — \ / 4__�', \ — i x, �� 1s"HDwD o� \ STRUCTURAL ENGINEER � y f,.. �� r ,�:� �� — f �1 s" 12"HDWD \ � , � f i ROBERT� . .� \ : / 1. RT SILMAN ASSOCIATES `' ;!, \. I "�� t "� ( - 88 UNIVERSITY PLACE NEW YORK NY 10003 l; iii � . J S di — — _ _ - 1 ,h1fV� - - r — - - - - \ - - - - �l - -- - - __ -=_ __ --____--- = - = - - _- _ --- - -- - - - - -- — - TELEPHONE 212-620-7970 FAX 212-620-8257 _ �_____�- 1 3 -� �n %_� e p 7 . ' { / OPPENHEIMER@SILMAN.COM 0 � "_, t ti_ 2 _u t t - / REVISION r^ �J _ — -- — 1 � 1 — / , �� ' \ / 12"HDWD � 12"HDWD - - \ r,n"i — — — \ PROPERTY LINE - ,,, : s \ -- — — — — — — — — — — --- — — — — - \ a, — — — — — — — — -- - — - .-- — — — _ ; 4 — — <,. : _. /- 1 SITE PLAN : LOT 1 . SCALE: 1/16"= 1'- " C 0 A.COVENANTS AND RESTRICTIONS C.GENERAL OPERATIONS REQUIREMENTS 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 re 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 required for submission to the Town it Southold Department -Contractor shall provide proposals from two locally licensed or noxious vegettion, and within the 50'buffer dead tress and cherry closing of the development rights sale is competed in accordance g P Y 9. P of Buildings for C of 0 to include but not limited to: independent certified testorslinspectors. trees smaller than 5"can be removed by hand,re-vegetate with the approved map and proof of such closing is submitted to the - General Contractor shall be fully responsible for all/means,methods egress(and in such other locations as the Insurer shall direct). 1. Final survey of property with accurate location of all -Inspections to include but not limited to: understory with low bush blueberry,ink berry,and bayberry. Town of Southold Planning Deparment;and and procurement of construction.The Architect shall be contacted buildings,property lines,streets,and unusual natural or 1. Preliminary only for clarifications of design intent. Existing trees may be manually pruned and trimmed as necessary. - That the subdivision open space is equal to 87,439 square feet or E.CARBON MONOXIDE DETECTORS topographic features. 2. Footing and Foundation - General Contractor(s)shall be required to visit the;site,verify all 9 Grading within the 50 buffer is prohibited. 2.02 acres and is included in and part of parcel 5;and dimensions and conditions in the field and make nwte of any -CO/Smoke Detectors shall be installed and interconnected as 2. Final Approval from the Health Department of water supply 3. Lowest Floor Elevation(attach FEMA form) - That no clearing of said 50'buffer,with the expectation of the - That this subdivision is subject to the article XXII,farmland bill of required by all codes having jurisdiction. and sewerage-disposal(S-9 form). discrepancies,familiarize him or herself with the nature and scope 4. Frame Inspection 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 - Units shall be either ionization chamber or photoelectric type. 3. Approval of electrical installation from Board of Fire of work and potential difficulties or discrepancies b(9tween existing PP 5. Energy Code Compliance Inspections approval of th town planning board;and to farm,of the Town of Southold Town Code. -Units to be hard wired.All hard-wired CO/Smoke Detectors within Underwriters. conditions and the drawings,prior to proceeding witth the 6. Fire-Resistance Rated Construction - That their successor and/or assigns must submit an erosion control the same dwelling unit shall be interconnected so that the activation 4. Sworn statement from plumber certifying that the solder B.CODE COMPLIANCE IN construction work and notifythe Architect and Owner in writingof 7. Final Inspection and re-vegetaion plan to the town planning deartment when seeking INSPECTIONS AND INSURANCE of one alarm or detector will activate all alarms or detectors in the o p any problems. used in the system contains less than 2110 of 1%lead. the afrementioned approval;and - All work to be performed in accordance with the Residential Code of individual unit.The alarm or detector shall be clearly audible in all - - Provide all temporary and permanent shoring as required. 5. Submit Planning Board Approval of completed site plan �� ,1__'__ _, - That newly planted areas as noted on the plat shall survive fora the State of New York,the Building Code for the Town of Southhold bedrooms over background noise levels with all intervening doors r(, - C. . -No combustible or explosive fluid,material,chemical or substance, requirements. ,�-',=3/ period of two 2 ears followingthe release of bond;and all other applicable laws,rules and regulations P closed. o� �5L_u ( 1;� P ( )y except as shall be necessary and appropriate for the permitted uses r � ' tir - That no storm water resulting from teh development and All work to conform to the rules and regulations of the New York -Units to be approved by Board of Standards and Appeals accepted , "I `1) 9 P of such unit. 44, t :-1 improvement of the subdividion or any of its lots shall be discharged Energy Conservation Construction Code. All glazed area to be to rules and regulations promulgated by the Commissioner or be G.GENERAL MECHANICAL, ELECTRICAL,AND double lazed and all exterior solid core doors to have insulated - Construction work will be confined to the areas designated on the listed b an acce table testin laborato such as:Underwriters' PLUMBING NOTES down the face of the bluff in any manner;and 9 Y P 9 laboratory * i, t core. drawings and will not create dust,dirt 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 c.'_ ; 1 ,.; -That no new structure or sanitary facility shall be constructed or � ,. neighboring properties. for single and multiple station carbon monoxide detectors,October \. 4 '"� otherwise located within 100 feet landward from the top of bluff;and - The insulation protection as indicated on these plans exceeds the 9 P trades. Code's minimum standards. -The Contractor shall remove all debris cn a regular Ibasis and 29, 1996 through June,2002. Canadian Standards Association Compliance to New York State Code or any other code with c=' -. y - That on areas of the bluff that have exposed soil,beach grass maintain the premises broom clean at all times. Ontario CA,MEA Lab No.25-69-L. Underwriters'Lab of Canada, '�� 6�ac- (Ammophilia Breviligulata)shall be planted prior to the release of -An approved set of drawings bearing the stamp of the Town of jurisdiction shall be required for all plumbing work.Work shall be Southold Det of Buildings shall be available on the construction -Upon completion of project, premises shall be left brroom-clean, Ontario,CA,MEA Lab No.81-80-L. the performance guarantee and that said beach grass shall survive P• g preformed by a licensed plumber. site at all times. swept free of dirt and dust,all glass to be clean,all fixtures and -Primary power shall be received from a dedicated branch circuit or - Plumbing comply for a period of five(5)years;and g installation to com I with State and Local codes and the - That prior to the final approval of this major cluster subdivision - See specifications for Contractor's Insurance requirements. appliances made fully operational,all systems,(eleectrical,plumbing, the unswitched portion of a branch circuit also used for power and sewage disposal system to meet Health Department standards. ThIS drawin is an instrument of professional HVAC,etc.)to be made fully operational and balanceed.All lighting,and shall be equipped with a battery backup,smoke alarms g p 0 eSSlOnal declarants shall provide a signed written statement addressed to the - Contractor to retain all required certificates of insurance,general - All electrical work to be in accordance the rules and regulations of planning board that states the creation of this subdividion in no way liability and workman's compensation insurance to comply with the warranties and manuals of systems reviewed and g3iven to the shall emit a signal when batteries are low,wiring shall be permanent N.Y.B.F.U.and a N.Y.B.F.U.certificate is to be presented to the service and shall remain the property of Leslie Owner. and without a disconnecting switch other than as required for Gill Architect whether the project for which it is commits either the town of southold or the county of suffolk to any amounts required by the Owner and all governing bodies. Owner at the completion of the job. p 1 All work shall meet or exceed material and performiance standards over-current protection. prepared is executed or not. No changes, program to protect this property from bluff and shoreline erosion - All insurance costs,of and associated with permits,inspections and T - All bathrooms without operable window(s)to be mechanically g as promulgated by NFPA,ASTM,ANSI or Federal ESpecification or -Units shall be installed in areas designated on plans. hey shall be throught the constrcution of engineering or ocher works;and sign-offs shall be at the Contractor's cost. ventilated. additions, or deletions may be made except by other pertinent trade and testing organizations,as applicable. located on the ceiling or wall inside of each room used for sleeping - That prior to any construction activity,declarants shall secure a - Provide 0.025"aluminum termite shield over fibrous insulation at all -Clothes washer,ice machine,and dishwasher installations should Leslie Gill Architect. This drawing shall not be - All installations shall be in full and strict accordance;with the purposes within 15 feet from the door to such room and in each general permit far storm water runoff from construction activity perimeter sills. Manufacturer's instructions and recommendations. room used for sleeping purposes.They shall be located in each include a watertight pan with a water sensor in the pan with h reproduced by anyone for other projects,for (GP-02-01)admisnistered byt he new york state department of - All wood in contact with concrete or masonry to be Wolmanized or story within a dwelling unit. alarm. The system should be hardwired for the automatic shut off evionmental protectionnder the hose II state pollutant - Contractor to coordinate installation and delivery of all appliances ry 9 additions to this project, or for completion of this P (DEC)( ) P P pressure creosoted. of the machine. p 1 p and equipment.Owner to retain warranty. Contractor to coordinate -Ceiling mount-closest edge of unit shall be a minimum of 4"from discharge elimination system(SPDES)program;and All structural, HVAC,electrical and plumbing work shall be performed - Shut off valve locations and ac.ess panel locations to be project by others without written consent. and verify all services, roughing,tolerances of equipment with any walls. - 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. - Install individual shut-off valves for each fixture installed. ©Copyright 2011 Leslie GIII Architect - All Contractors and Subcontractors and others working on the of 12"from the ceiling. - 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 mixing valves. project shall submit waivers of liens signed at the completion of their -Smoke alarms shall be provided with the capability to support visible• 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 All 17.1. - Install exposed trim pieces in finishes to match the fittings in the office of the town engineer and the planning board and all applicable Building Code or governing bodies. room. (Including toilet flush valves and handles,shut-off valves, DRAWING appropriate permits;and -All Contractors and Subcontractors and others working on the - A certificate of satisfactory installation shall be filed with the division — - - All safety regulations,protection and safe removal practices project shall submit equipment and product 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 woods/vegetation in the northern area stipulated by the applicable Building Code or governing bodies. and care guidelines to the owner at the completion of their work . pipes emerge into finish space or wall.) GENE RAL NOTES & SITE PLAN: of parcel 5 is prohibited;and g P -Smoke alarms shall be provided with the capability to support visible P P - Do not scale drawings. Figure dimensions shall govern work. - Arrange and provide for all required inspections,certificates and LOT 1 - That the final ma shall be rendered null an dvoid and the royal - All window sizes to be verified in by contractor. alarm notification appliances in accordance with ICC/ANSI A117.1. P PP -These drawings and specifications are instruments of service and sign-offs,with copies of certificates to the Architect. the subdivision invalid in the event that the closingof the - A certificate of satisfactory installation shall be filed with the division 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, development rights scale is not completed and proff of such dosing which they have been made is executed or not. Y p - Plumbing in exterior walls to be insulated as per Buildig Dept.rules and regulations oras noted which ever is more stringent. _ SCALE - All propane piping work shall meet the requirements of the State of AS NOTED New York Residential Building Code, - The new gas shut-offs shall be accessible. DATE - No gas piping shall be located in the floor. -- 06.30.11 AmOO 1 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 : !(Hi VIF ;WIDTH(W) REMARKS/CONTACT 1throughout First Floor ,Kolbe&Kolbe push-out casement 12 ;1/4 5'©" 3'0" Refer to Kolbe&Kolbe Test Report TCT003813P 0121 ----- - --- - ---- - - -- - -- - - -- - ----- -- -- - 2 104 ;Foyer Duratherm fixed 5 1 1']10 3/4" 3'-8 1/4" Refer to Duratherm Test Report 90584.01-109-44 4 101,104, 105 Living, Dining ;Duratherm fixed 10 1 7-111" 3'10" 'Refer to Duratherm Test Report 90584.01-109-44 5 101,104, 105 Living, Dining ,Duratherm operable awning !8 jl ;1'-10 3/4" 3-10" ,Refer to Duratherm Test Report 90577.01-109-44 i - --- - - - - - - - ;- - --- - -- -- --- - - - - 'Cellar, Second Floor 6 throughout Kolbe&Kolbe push-out casement 10 3-6- 3'0" Refer to Kolbe&Kolbe Test Report TCT003813P 0121 ------------- - - - :south ----- --- - ---- ------ ------- ------ ------- ----- - 7 ;throughout ;Second Floor north, Kolbe&Kolbe push out casement 12 4 4'-E6" 3'-0" 'Refer to Kolbe&Kolbe Test Report TCT003813P-0121 west - - ----- ------ ----- -------- ---- Y -- - - 8 104 Fo er(upper) Duratherm fixed 4 1 4'E6 3/4"' 3'8 1/4 Refer to Duratherm Test Report 90577.01-109-44 -- ---- ! - - - -- - - -- - ---------- - --------------------- ----- - -------- --------------- -- ----------------------- 9 104 !Foyer(upper) Duratherm fixed '4 1 �5'-5 3/4" 3-8 1/4" !Refer to Duratherm Test Report 90577.01-109-44 � -- -------------------- --------------- - - 10 208 Master Bedroom Duratherm outswing casement 3 1 i4'(6" !3'-8 1/4" ;Refer to Duratherm Test Report 90576.01-109-44 - ------ ------------- - 11 208 Waster Bedroom Duratherm outswing casement 2 1 4A6" 3'-0" ,Refer to Duratherm Test Report 90576.01-109-44 - - - - - -- - ---- ---- -- ------ - - - -- 12 117 Dry use Garage Kolbe&Kolbe fixed transom 3 :1 1'46" 5'10" Refer to Kolbe&Kolbe Test Report 180 7919 1B WINDOW SCHEDULE ��5�� ✓ 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 py 1g /A •ALL WINDOW DIMENSIONS TO BE VERIFIED IN FIELD BY WINDOW FABRICATOR. " ANY MODIFICATIONS TO EXISTING OPENINGS/WINDOWS MUST BE APPROVED BY ARCHITECT AND OWNER PRIOR TO FABRICATION. This drawing is an instrument of professional service and shall remain the property of Leslie OPENING HEIGHT OPENING TAG # ROOM# LOCATION PRODUCT TYPE # OF UNITS (H)VIF WIDTH (W) i REMARKS/CONTACT Gill Architect whether the project for which itis 1106 walk In closet (solid inswing entry door 1 T1° 3-0° prepared is executed or not. No changes, - - - -- ------ - --- -- ------ --- additions, or deletions may be made except by 2 104 Foyer Duratherm glazed outswing door 3 ;7'11" 3'-8" Refer to Duratherm Test Report 90575.01-109-44 Leslie Gill Architect. This drawing shall not be _ - -- ------ ------ ---- --- ------- ---- -- - - 3 001, 111 Recreation, Kitchen :Kolbe&Kolbe glazed outswing door 8 7'11" 3'-0 3/4" Refer to Kolbe &Kolbe Test Report 180-7745 reproduced y anyone or other projects for - - - -- -- - --- ---- ---- ------- ----- - ----------- additions to this project, or for completion of this --- ------- ------- project-- without written t 4 117 Dry Use Garage Soild outswing door 9 T-10" 2'-10"min prOjeCt by othersWI ou wri en consen . - - - - - - - 5 :117 ,Dry Use Garage Garage Door 4 7'0" 5'-0" ©Copyright 2011 Leslie Gill Architect 6 104 Foyer Duratherm glazed inswing door 1 T-11" 3'-8" Refer to Duratherm Test Report 90574.01-109-44 DRAWING 01 DOOR SCHEDULE SCHEDULES: LOT 1 DOOR & WINDOW DOOR GENERAL NOTES: •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. SCALE •ALIGN KICK AT DOOR WITH ADJOINING BASEBOARD. -- •REFER TO CONSTRUCTION DETAILS FOR ALL FINISHED DOOR DIMENSIONS AND ALL JAMB/HEAD ASSEMBLIES/FRAME DETAILS. AS NOTED •V.I.F.F.O.AND R.O. OF ALL DOORS IN THIS SCHEDULE FOR FINAL DIMENSIONS. 'L-LEFT HAND DOOR DATE 'LR-LEFT HAND REVERSE BEVEL DOOR �I 'R-RIGHT HAND DOOR 06.30. 1 1 SRR-RIGHT HAND REVERSE BEVEL DOOR Am004 LESLIE GILL ARCHITECT ---- - ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 i L-7: s 4 ARCHITECT81'-10" 7 9 7 T-5" LESLIE GILL ARCHITECT I / SII i I � i 414" 63 GREENE ST. NEW YORK NY 10012 / TELEPHONE 212-334-8011 FAX 212-334-8046 j INFO@LESLIEGILL.COM sO O MEP/FP ENGINEER \ SMOKE I CARBON MONOXIDE DETECTOR,TYP. 231 WE UP PLUS GROUP ENGINEERING PLLC ST 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 UP RECREATION ROOM JEBUTL@AOL.COM—- - UNFINISHED CELLAR O3 002 —_-----_ 001 - 847 SF ------- 1277 SF �! STRUCTURAL ENGINEER ILI --- El 0 ( ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 C _ TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS 0 D ARCHITECTURAL PLAN: LOT 1 HOUSE CELLAR SCALE: 114"= 1'-0" PLAN LEGEND GENERAL CONSTRUCTION NOTES: NEW WALL FILL - General Contractor responsible for the - Floors to be leveled typical TOP OF FIRST FLOOR coordination of all trades. - access panels in fire rated partitions to �/ MILLWORK FILL -11 EL=0'-0" - General Contractor shall be fully responsible match partition rating. , ELEVATION for all means,methods and procurement of { construction.The Architect shall be - All valves and shutoffs to have access CONTRACT LIMIT LINED"0SPOT ELEVATION contacted only for clarifications of design panels as required for ease of access. intent. - Water/mold resistant board typical at all ROOM NAME - After close-up,all exterior openings to be dlocations. ---_-- DEMOLITION 100 ROOM IDENTIFICATION damp protected from theft and water during - Cementitious board typical at all vertical tle OP N�� construction. or wet locations. NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contractor(s)shall be required to All bathrooms to have waterproof membrane CONSTRUCTION visit the site,verify all dimensions and ______ OBJECTS HIDDEN w WALL TYPE conditions in the field and make note of any extending up surrounding walls 6"min. _ All wall types to have acoustical sealant This drawing is an instrument of professional FROM VIEW O discrepancies,familiarize him or herself with the nature and scope of work and potential continuous bead top and bottom,and at all service and shall remain thero ert of Leslie OVERHEAD D DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestopping as per p p y Gill Architect whether the project for which itis U conditions and the drawings,prior to manufacturers specs. prepared is executed or not. NO changes, L R INTERIOR ELEVATION O WINDOW NUMBERITYPE proceeding with the construction work and - All enclosed pipes to be insulated and toA10 1 REFERENCE additions, or deletions may be made except by APPLIANCE I PLUMBING FIXTURE any problems. insulation at cold side of pipe. o notify the Architect and Owner in writing of have one(1)layer(3/4"min.)ridged Leslie Gill Architect. This drawing shall not be reproduced- Architectural framing plans to suggest p by anyone for other projects,for configuration and placement information SECTION REFERENCE additions to this project, or for completion of this X FINISH only. Refer to structural drawings A000 � specifications and details. project by others without written consent. T REVISION NUMBER TAG - All dimensions to finish face of construction, R unless otherwise noted. x - All walls to be furred out to accommodate ©Copyright 2011 Leslie Gill Architect DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing runs. A000 - All tile layouts to be reviewed with the sc SMOKE/CARBON DETECTOR Architect on site prior to installation and final DRAWING framing. DETAIL AREA � ALIGN FINISHES - Tile joints to align from horizontal face to vertical face typical. ARCHITECTURAL PLAN - All gypsum wallboard to be fire rated. LOT 1 HOUSE CELLAR - All sub-floors to be secured as required to prevent creaking. SCALE f AS NOTED DATE 06.30.11 Aml 00 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION 0 0 s ® PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT UP LESLIE GILL ARCHITECT 31'-2" T.6" DN 43'-2" 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 – — I2" 171 ' 19'-6" INFO@LESLIEGILL.COM T� ( J2 2 2 2 O O 4 5 4 5 4 5 4 5 4n5 — 4 5 4 5 4 5 j 3 3 3 3 � - f O O O f I ENGINEER O ® PLUS GROUP ENGINEERING PLLC OSMOKE 1 CARBON MONOXIDE DETECTOR,TYP. S 3 1 231 WEST 29TH STREET RM 706 NEW YORK NY TELEPHONE 212-233-2700 FAX 212-233-2727 up IMULLA@PLUSGROUPCE.COM � EE CIVIL ENGINEER a - _ JEFFREY T. BUTLER P.E. P.C. -- UTILITY 206 LINCOLN STREET RIVERHEAD NY 11901 11 0-1 � TELEPHONE 631-208-8850 - 32 SF El JEBUTL@AOL.COM N N GUEST BEDROOM LIVING ROOM FOYER ____— DINING ROOM KITCHEN po D /A/ i 102 101 104 105 - ,,, 111A a'1 STRUCTURAL ENGINEER B 245 SF 502 SF 502 SF _ 353 SF POWDEROROOM - 564 SF =I 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 43'-2° INFO@LESLIEGILL.COM 11'-13/4" 6-0112" 11'-3 718" 15'-3112" 12'-5 718" 12'-8 718" O O O O 0 sO e s Di O O ,o MEP/FP ENGINEER _ - - - - PLUS GROUP ENGINEERING PLLC — �f�4'W,\ „EV,,:,E�; },lt,llt'e•\! _ 231 WEST 29TH STREET RM 706 NEW YORK MI TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM 7 BATHROOM 2,3`, _ - - -- 6� 44 SF CIVIL ENGINEER - JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 BEDROOM ��l MASTER BATHROOM MASTER BEDROOM TELEPHONE 631-208-8850 207 208 JEBUTL@AOL.COM 212 BEDROOM 203 OFFICE - 210 v 1638F 184 SF 250 SF 170 SF 279 SF (� STRUCTURAL ENGINEER BATHROOM -- 7 211 ROBERT SILMAN ASSOCIATES f 44 SF {o0 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM ., ) 206 25 SF REVISIONS _ / - \ DN HALL 201 11 83 SF SMOKE!CARBON MONOXIDE DETECTOR,TYP i i 71 `�'l WALK-IN CLOSET PROJECT ROOM $� LOFT GYM LAUNDRY 204 0O i209 201 O 202 l 205 148 SF 151 SF 114 SF 127 SF 62 SF 5q O- -- - MEN= OO O O O O - ----------'- --- ------- --- ------- ------- MATCH LINE MATCH LINE 0 ARCHITECTURAL PLAN: LOT 1 HOUSE SECOND FLOOR SCALE: 114" = 1'-0" Al 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 partitions to TOP OF FIRST FLOOR - General Contractor shall be fully responsible match partition rating. i 9 yO MILLWORK FILL EL=0'-0" ELEVATION for all means,methods and procurement of 01zN�� - All valves and shutoffs to have access construction.The Architect shall be panels as required for ease of access. CONTRACT LIMIT LINE SPOT ELEVATION contacted only for clarifications of design intent. - Water/mold resistant board typical at all ROOM NAME - After close-up,all exterior openings to be damp locations. ------ DEMOLITION 100 ROOM IDENTIFICATION protected from theft and waterduring - Cementitious board typical at all vertical file This drawing is an instrument of professional service and shall remain the roe of Leslie construction. or wet locations. property�Y NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contractor(s)shall be required to - All bathrooms to have waterproof memborane visit the site,verify all dimensions and Gill Architect whether the project for which itis CONSTRUCTION fY extending up surrounding walls 6"min. conditions in the field and make note of any prepared is executed Or not. No changes, WALL TYPE - All wall types to have acoustical sealant _ OBJECTS HIDDEN wO discrepancies,familiarize him or herself with additions, or deletions may be made except by FROM VIEW the nature and scope of work and potential continuous bead top and bottom,and at-tall Leslie Gill Architect. This drawing shall not be OVERHEAD O DOOR NUMBER difficulties or discrepancies between existing manufacturers spec. reproduced by anyone for other projects,for penetrations. D conditions and the drawings,prior to msestopping as per - All enclosed pipes to be insulated and toy additions to this project, or for completion of this u proceeding with the construction work and P P L R INTERIOR ELEVATION w WINDOW NUMBERITYPE have one 1 layer 314"min. ridged D REFERENCE notify the Architect and Owner in writing of ( ) Y { ) 9 A1o, any problems. insulation at cold side of pipe. project by others without written consent. ❑A APPLIANCE/PLUMBING FIXTURE - Architectural framing plans to suggest configuration and placement information @ Copyright 2011 Leslie Gill Architect X SECTION REFERENCE ETI FINISH only. Refer to structural drawings for A000 specifications and details. REVISION NUMBER TAG - All dimensions to finish face of construction, DRAWING R unless otherwise noted. - All walls to be furred out to accommodate X DETAIL REFERENCE O NOTE.KEY IN new electrical,mechanical or plumbing runs. ARCHITECTURAL PLAN. A000 - All file layouts tobereviewed with the LOT 1 HOUSE SECOND FLOOR SMOKEICARBON DETECTOR Architect on site prior to installation and final sc framing. - Tile joints to align from horizontal face to DETAIL AREA ALIGN FINISHES vertical face typical. SCALE / - All gypsum wallboard to be fire rated. - All sub-floors to be secured as required to AS NOTED prevent creaking. DATE 06.30.111 02 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 2 3 4 s 6 7 INFO@LESLIEGILL.COM 81'-10" 29-9" I T_6" 164" 12'-6" 17-9" MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC O 231 WEST 29TH STREET RM 706 NEW YORK N) TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM / OPEN Tq'MASTERBA 207 BELOW CIVIL ENGINEER i/ JEFFREY T. BUTLER P.E. P.C. f 206 LINCOLN STREET RIVERHEAD NY 11901 r` TELEPHONE 631-208-8850 i' JEBUTL@AOL.COM ' OPEN TO F YER 104 BELOW OPEN TO MASTER,[EDROOM 208 BELOW STRUCTURAL ENGINEER ' ROBERT SILMAN ASSOCIATES m 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 N aalrla13Ha> �-- - - ; OPPENHEIMER@SILMAN.COM REVISIONS a i' ATTIC STAIR TO BELOW ATTIC STAIR TO BELOW MEMM ARCHITECTURAL PLAN: LOT 1 HOUSE ATTIC SCALE: 114"= 1'-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 partitions to TOP OF FIRST FLOOR "�=•--�-� �� 1111b - 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 accesOF F construction.The Architect shall be contacted only for clarifications of design panels as required for ease of access. CONTRACT LIMIT LINE SPOT ELEVATION - Water/mold resistant board typical atallll intent. ROOM NAME - After close-up,all exterior openings to be damp locations. ------ DEMOLITION 100 ROOM IDENTIFICATION protected from theft and water during - Cementitious board typical at all verticaal file Is drawing is an instrument of professional service and shall remain the roe of Leslie construction. or wet locations. property qty NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contractors)shall be required to - All bathrooms to have waterproof memnbrane CONSTRUCTION visit the site,verify all dimensions and extending up surrounding walls 6"min.. Gill Architect whether the project for which itis conditions in the field and make note of any - All wall types to have acoustical sealant prepared is executed or not. No changes, OBJECTS HIDDEN O WALL TYPE FROM VIEW discrepancies,familiarize him or herself with continuous bead top and bottom,and aat all additions, or deletions may be made except by the nature and scope of work and potential OVERHEAD Op DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestopping as per Leslie ill Architect. This drawing shall not be conditions and the drawings,prior to manufacturers specs. reproduced by anyone for other projects,for INTERIOR ELEVATION WINDOW NUMBERITYPE proceeding din with the construction work and - All enclosed pipes to be insulated and I to additions to this project, or for completion of this U L R REFERENCE O notify the Architect and Owner in writing of have one(1)layer(3/4"min,)M7d D insulation at cold side of pipe. A101 any problems. p'p . project by others without written consent. FA APPLIANCE 1 PLUMBING FIXTURE - Architectural framing plans to suggest configuration and placement information @ Copyright 2011 Leslie Gill Architect X SECTION REFERENCE FINISH only. Refer to structural drawings for A000 specifications and details. ~ REVISION NUMBER TAG - All dimensions to finish face of construction, A unless otherwise noted. DRAWING - All walls to be furred out to accommodate X DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing nuns. ARCHITECTURAL PLAN: A000 - All tile layouts to be reviewed with the SMOKE/CARBON DETECTOR Architect on site prior to installation and final LOT 1 HOUSE ATT I C sc framing. - Tile joints to align from horizontal face to DETAIL AREA ALIGN FINISHES vertical face typical. SCALE - All gypsum wallboard to be Are rated. - All sub-floors to be secured as required to S NOTED prevent creaking. DATE 06.30.11Aml 03 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 NY 10001 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 N 0 O REVISIONS ----------------------------------------------------------------- ----------------------------------------- ------ ARCHITECTURAL PLAN: LOT 1 HOUSE ROOF (101 SCALE: 114"= 1'-0" C•... \~ GENERAL CONSTRUCTION NOTES: PLAN LEGEND - Floors to be leveled typical. - General Contractor responsible for the NEW WALL FILL 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. ng. MILLWORK FILL EL=0'-0" ELEVATION for all means,methods and procurement of - All valves and shutoffs to have access& OF N E\' construction.The Architect shall be panels as required for ease of access.i. --— CONTRACT LIMIT LINED 0. SPOT ELEVATION contacted only for clarifications of design intent. - Waterlmold resistant board typical at aall ROOM NAME - After close-up,all exterior openings to be damp locations. DEMOLITION 100 ROOM IDENTIFICATION protected from theft and water during - Cementitious board typical at all verticcal file This drawing is an instrument of professional construction. or wet locations. 9 NEW OR RENOVATED O COLUMN LINE REFERENCE - General Contractor(s)shall be required to - All bathrooms to have waterproof merrnbrane visit the site,vert all dimensions service and shall remain the property of Leslie CONSTRUCTION verify extending up surrounding walls 6"minn. conditions in the field and make note of any Gill Architect whether the project for which itis __ _ OBJECTS HIDDEN O WALL TYPE - All wall types to have acoustical sealaant FROMVIEW discrepancies,familiarize him or herself with continuous bead top and bottom,and I at all the nature and scope of work and potential prepare Is execute or not. No changes, _ O DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestopping as per additions, or deletions may be made except by OVERHEAD D manufacturers specs. Leslie Gill Architect. This drawing shall not be conditions and the drawings,prior to u INTERIOR ELEVATION WINDOW NUMBERlTYPE proceeding roceedin with the construction work and - All enclosed pipes to be insulated andd to reproduced by anyone for other projects,for L R notifythethe Architect and Owner in writing of have one(1)layer(3/4"min.)ridged additions to this project, or for completion of this D REFERENCE any problems. insulation at cold side of pipe, A1o1 APPLIANCE/PLUMBING FIXTURE - Architectural framing plans to suggest configuration and placement information protect y others without written consent. 7 X SECTION REFERENCE FINISH only. Refer to structural drawings for ', a000 @ Copyright 2011 Leslie Gill Architect E�lspecifications and details. REVISION NUMBER TAG All dimensions to finish face of construction, R 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. A000 - All tile layouts to be reviewed with the ARCHITECTURAL LAN Architect on site prior to installation and final SMOKE/CARBON DETECTOR SC framing. LOT 1 HOUSE ROOF - Tile joints to align from horizontal face to DETAIL AREA ALIGN FINISHES vertical face typical. - All gypsum wallboard to be fire rated. ALE - All sub-floors to be secured as required to prevent creaking. AS NOTED DATE 06.30.11 A- 1 LESLIE GILL ARCHITECT O MATCH LINE ISSUE FOR CONSTRUCTION 3 PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 UP 4 ��—(� ARCHITECT HOT TUB / ,-� I 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 � ,UP 231 WEST 29TH STREET RM 706 NEW YORK We TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM UP O t� CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 3 \ DRY-USE GARAGE p 206 LINCOLN STREET RIVERHEAD NY 11901 \,i 4 "' 4 3 TELEPHONE 631-208-8850 JEBUTL@AOL.COM 0-9 3 1,3 STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES UP30 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER SILMAN. M �'� � REVISIONS o 9 O ( 2I - � D l � *MATCH LINE " l6� 5-1 �3 ARCHITECTURAL PLAN: LOT 1 WEST DECK ARCHITECTURAL PLAN: LOT GARAGE etc-K (Et-ST 0 1 >> 02 SCALE: 1/4" = 1'-0° SCALE: 114" = 1'-0" V Cir aur '�`�.•�. PLAN LEGEND GENERAL CONSTRUCTION NOTES: NEW WALL FILL - General Contractor responsible for the - Floors to be leveled typical. TOP of FIRST FLOOR coordination of all trades. - All access panels in fire rated parlitionns to \ =y.�� o ` 9 y0� - General Contractor shall be fully resp onsible match partition rating. MILLWORK FILL EL=0'-0" ELEVATION for all means,methods and procurement of N � - All valves and shutoffs to have access construction.The Architect shall be panels as required for ease of accesss. — CONTRACT LIMIT LINED 0" SPOT ELEVATION contacted only for clarifications of design - Water/mold resistant board typical at c all intent This drawing is an instrument of professional ROOM NAME - After close-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 typical at all vertidcal file construction. or wet locations. Gill Architect whether the project for which it is NEW OR RENOVATED COLUMN LINE REFERENCE - General Contractors)shall be required to _ All bathrooms to have waterproof meembrane CONSTRUCTION O visit the site,verify all dimensions and extending up surrounding walls 6"midn. prepared is executed or not. No changes, additions, or deletions may be made except by __ OBJECTS HIDDEN O WALL TYPE conditions in the field and make note of any _ All wall types to have acoustical sealant FROM VIEW discrepancies,familiarize him or herself with continuous bead top and bottom,andel at all Leslie Gill Architect. This drawing shall not be the nature and scope of work and potential OVERHEAD O DOOR NUMBER difficulties or discrepancies between existing penetrations.Firestopping as per reproduced by anyone for other projects,for �.d.. conditions and the drawings,prior to manufacturers specs. additions to this project, or for completion of this u proceeding with the construction work and - All enclosed pipes to be insulated anod to L R INTERIOR ELEVATION W WINDOW NUMBERITYPE p g have one 1 layer 314"min. ridged project by others without written consent. D REFERENCE O notify the Architect and Owner in writing of � ) y ) 9 A,O, any problems. insulation at cold side of pipe. APPLIANCE/PLUMBING FIXTURE Architectural framing plans to suggest configuration and placement information � Copyright 2011 Leslie Gill Architect A❑ X SECTION REFERENCE FINISH only. Refer to structural drawings for A000 specifications and details. DRAWING All dimensions to finish face of construction, REVISION NUMBER TAG unless otherwise noted. - All walls to be furred out to accommodate ARCHITECTURAL PLAN: X DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing nuns. LOT 1 GARAGE & WEST DECK A000 - All tile layouts to be reviewed with the SMOKE/CARBON DETECTOR Architect on site prior to installation and final sc framing. - Tile joints to align from horizontal face to DETAILAREA ALIGN FINISHES vertical face typical. ALE - All gypsum wallboard to be fire rated. AS NOTED - All sub-floors to be secured as required to DATE prevent creaking. 06.30.11 Aml LESLIE GILL ARCHITECT ------------4- - -- ------ ---------------- � ISSUE LINE ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING 11 RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 (X) TELEPHONE 212-334-8011 FAX212-334-8046 INFO@LESLIEGILL.COM TRELLIS 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 IT CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL@AOL.COM NSTRUCTURAL ENGINEER ROBERT SILIVIAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS CD 1�" MATCH LINE ARCHITECTURAL PLAN: LOT 1 WEST DECK ARCHITECTURAL PLAN: LOT 1 GARAGE ROOF SCALE: 1/4" V-0" 0 1 SCALE: 1/4" V-0" PLAN LEGEND GENERAL CONSTRUCTION NOTES: CC NEW WALL FILL - General Contractor responsible for the Floors to be leveled typical. TOP OF FIRST FLOOR coordination of all trades. All access panels in fire rated partitions to 89 - General Contractor shall be fully responsible -0. N match partition ratin EL=01 g. U F MILLWORK FILL ELEVATION for all means,methods and procurement of - All valves and shutoffs to have access N construction,The Architect shall be panels as required for ease oaf access. CONTRACT LIMIT LINE SPOT ELEVATION contacted only for clarifications of design intent. - Water/mold resistant board tyypical at all ------ ROOM NAME - After close-up,all exterior openings to be damp locations. This drawing is an instrument of professional ------ DEMOLITION F__10_0_] ROOM IDENTIFICATION protected from theft and water during - Cementitious board typical att all vertical file construction. or wet locations. service and shall remain the property of Leslie NEW OR RENOVATED 0 COLUMN LINE REFERENCE - General Contractor(s)shall be required to - All bathrooms to have waterpproof membrane Gill Architect whether the project for which itis CONSTRUCTION visit the site,verify all dimensions and extending up surrounding wahlls 6"min. prepared is executed or not. No changes, ------ OBJECTS HIDDEN WALL TYPE conditions in the field and make note of any - All wall types to have acoustidcal sealant FROM VIEW discrepancies,familiarize him or herself with continuous bead top and bottitom,and at all OVERHEAD DOOR NUMBER additions, or deletions may be made except by the nature and scope of work and potential penetrations,Firestopping as)per Leslie Gill Architect. This drawing shall not be difficulties or discrepancies between exng manufacturers specs. reproduced by anyone for other projects,for conditions and the drawings,prior to INTERIOR ELEVATION WINDOW NUMBER/TYPE proceeding with the construction work and All enclosed pipes to be insulilated and to additions to this project, or for completion of this REFERENCE notify the Architect and Owner in writing of have one(1)layer(3/4"min.)I ridged project by others without written consent. 40AI01 APPLIANCE!PLUMBING FIXTURE any problems. insulation at cold side of pipe.. Architectural framing plans to suggest configuration and placement information Copyright 2011 Leslie Gill Architect SECTION REFERENCE FF FINISH only. Refer to structural drawings for A000 specifications and details. REVISION NUMBER TAG All dimensions to finish face of construction, DRAWING AR unless otherwise noted, All walls to be furred out to accommodate ARCHITECTURAL PLAN: DETAIL REFERENCE O NOTE KEY IN new electrical,mechanical or plumbing runs, All tile layouts to be reviewed with the LOT 1 GARAGE ROOF & WEST DEC. SC SMOKE/CARBON DETECTOR Architect on site prior to installation and final framing. DETAIL AREA ALIGN FINISHES - Tile joints to align from horizontal face to vertical face typical. SCALE - All gypsum wallboard to be fire rated. AS NOTED - All sub-floors to be secured as required to prevent creaking. DATE 06.30.11 Aml 06 T.O.CHIMNEY Q Q Q Q Q Q LESLIE GILL ARCHITECT EL=39'-4112" 4"FACE STONE i T.O.ROOF I EL=34'-11 112" ISSUE FOR CONSTRUCTION REBUTTED AND RESIDED EXTRA WHITE CEDAR SHINGLE MEAN HEIGHT BTWN EAVES AND RIDGE EL=29'-10 314. PROJECT RE OREGON LANDING II SIDENCE 6213 & 6291 OREGON ROAD -- --- - - -- --- - -.... ---- - -- - - --- - --- - - ... - - - - --- CUTCH OGUE, NEW YORK 11935 - 8 9 - �... T n 1 EP - ARCHITECT nn �0 J Q - LESLIE GILL ARCHITECT - � - _ 63 GREENE ST. NEW YORK NY 10012 4"TEAK LAP SIDING 2-334-8011 FAX 212-334-8046 SECOND FLOOR _ N@ FO TELEPHONE LEOSLIEGILL COM -. ....... ...... - EL=14'x" 4 5 4 . 5 4 :5 q 5 4 5 45 _ 4 5 - 4 5. H H Hn nil 1111 1111 Ila---Fir—ur--A 11 [Ill 1111 [Ill 1111 1111 1111 11111 1111 - - _ - n1l- :_ - TRELLIS MEP/FP ENGINEER NGINEERING PLLC TH STREET RM 706 NEW YORK NY 231 WEST 29SCREENED-IN PORCHBEYOND TELEPHONE 212-233-2700 FAX 212-233-2727 �I, IMULLA@PLUSGROUPCE.COM 4"FACE STONE ON FOUNDATION WALL CIVIL ENGINEER FIRST FLOOR - - _:_ _ _ - - - 4"FACE STONE ON SITE WALL JEFFREY T. BUTLER P.E. P.C. EL=2'-11 vz" RH EAD NY 11901 -- 206 LINCOLN STREET RIVE TELEPHONE 631-208-8850 GRADE JEBUT OL COM L@A EL=0'-0" TF STRUCTURAL ENGINEER 4"FACE STONE ON SITE WALL EXTERIOR ELEVATION: LOT 1 HOUSE FACING SOUTH ROBERT SILMAN ASSOCIATES � CELLAR ; 02 88 UNIVERSITY PLACE NEW YORK NY 10003 EL=T-0 v2" SCALE: 3116" = 1'-0" TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS 5 � T.O.CHIMNEY EL=39'-4112" 4"FACE STONE T.O.ROOF EL=34'.11112" REBUTTED AND RESIDED EXTRA WHITE CEDAR SHINGLE MEAN HEIGHT BTWN EAVES AND RIDGE ... ... Jk EL=29--10 3/4" .. ... - - . . 6 - 6 6 - --- --- - -- -: 0 - - -- -- - -- .......... FF -- 4"TEAK LAP SIDING ......... - - - -- --- -- -- - - - : - - ..... == == This drawing is an instrument of professional SECOND FLOOR SCREENED IN PORCH -� __ service and shall remain the property of Leslie EL=14'4i" -- --__ Gill Architect whether the project for which it is 4"FACE STONE OVER FOUNDATION WALL ,, - : - - ons, or eletions may be made except by - Leslie Gill Architect. This drawingshall all not b - - projects,for e reproduced by anyone for other additions to this project, or for completion of this - -. .. ---- c others without written consent. -- - --- - probe t y th 'th t 'tt t. .. - -� ©Copyright 2011 Leslie Gill Architect r` FIRST FLOOR EL=2'-11 1/2" --- - - _ DRAWING GRADE EL 0'-0' EXTERIOR ELEVATIONS: LOT 1 HOUSE SCALE CELLAR EXTERIOR ELEVATION: LOT 1 HOUSE FACING NORTH AS NOTED EL=T-0112" 0 SCALE: 3/16" = 1'-0" DATE 06.30.11Am 2 0 0 A B Q LESLIE GILL ARCHITECT T.O.CHIMNEY EL=39-4112" 4"FACE BRICK T.O.ROOF EL=34'-11 112" ISSUE FOR CONSTRUCTION A. MEAN HEIGHT BTWN EAVES AND RIDGE EL=29'-10 3/4" _ PROJECT CONCEALED GUTTER j OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 4"TEAK LAP SIDING 07 nn ARCHITECT 4"FACE STONE ON FOUNDATION WALL LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 __- TELEPHONE 212-334-8011 FAX 212-334-8046 SECOND FLOORINF @ ESLIEGILL COM EL=14'x" MEP/FP ENGINEER In 1 l PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 1000' I], TELEPHONE 212-233-2700 FAX 212-233-2727 - - IMULLA@PLUSGROUPCE.COM CIVIL ENGINEER FIRST FLOOR JEFFREY T. BUTLER P.E. P.C. EL=2'-111/2' 6 3 6 6 \ 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 GRADE - — JEBUTL@AOL.COM EL=0'-0" IL STRUCTURAL ENGINEER fi ROBERT SILMAN ASSOCIATES CELLAR 88 UNIVERSITY PLACE NEW YORK NY 10003 EL=T-0112" TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM EXTERIOR ELEVATION: LOT 1 HOUSE FACING EAST REVISIONS 02 SCALE: 3116" = 1'-0" � T.O.CHIMNEY EL=39'-4112" 4"FACE STONE I T.O.ROOF - - EL=34'-11112" MEAN HEIGHT BTWN EAVES AND RIDGE EL=29'-10 314" CONCEALED GUTTER °= " ,1 4"TEAK LAP SIDING -11 11 ; Jf REBUTTED AND RESIDED EXTRA WHITE CEDAR SHINGLEb 9' . GREEN ROOF N SECOND FLOOR This drawing is an instrument of professional .. EL 14'-6' service and shall remain the property of Leslie IN 1111 1111 1111 1111 1111 1111 111 1111 1111 Gil'Architect whether the project for which it is 111�� 1111 prepared is executed or not. No changes, -- - additions, or deletions maybe 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 others project y o ers without written consent. ©Copyright 2011 Leslie Gill Architect FIRST FLOOR EL=2'-111/2" SCREENED-IN PORCH GRADE DRAWING - - -- --- EL 0'-0' EXTERIOR ELEVATIONS: EXTERIOR ELEVATION: LOT 1 HOUSE FACING WEST LOT 1 HOUSE SCALE: 3116"= 1'-0" SCALE CELLAR - EL=T-0112" AS NOTED DATE 06.30.11Am201 LESLIE GILL ARCHITECT GREEN ROOF T.O.ROOF _- -_-�- GREENROOF --- 77-77RISSUE FOR CONSTRUCTION 1707 T.0 ROOF EL=14'-9" _ _--�_ -_ REBUTTED AND RESIDED EXTRA WHITE CEDAR SHINGLE -�-- - _--- _ 4 TEAK LAP SIDING " PROJECT ---- -- 4"TEAK LAP SIDING _- GARAGE DOOR OREGON LANDING II RESIDENCE EL 8'-1' 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 r - FIRST FLOOR ARCHITECT EL 7-3- GRADE ---- -- 5 5 5 L -0" LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM 04 EXTERIOR ELEVATION: LOT 1 GARAGE FACING WEST EXTERIOR ELEVATION: LOT 1 GARAGE FACING NORTH SCALE: 118"= 1'-0" SCALE: 1/8"= 1'-0° MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NN 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 T.O.ROOF GREEN ROOF EL 16-7- GREEN ROOF REBUTTED AND RESIDED EXTRA WHITE CEDAR SHINGLE --_- , 12 12 12 DOOR ------�_ 4"TEAK LAP SIDING - - _ EL=10'-3" 4"FACE BRICK ON CMU GARAGE DOOR -- 4"FACE STONE ON CMU -- ' / EL --1- =8 -- - - / - - 4"TEAK LAP SIDING / - - FIRST FLOOR 4 4 4 EL=2'-3" GRADE EL=0'-0" 02 EXTERIOR ELEVATION: LOT 1 GARAGE FACING EAST' 0 1 EXTERIOR ELEVATION: LOT 1 GARAGE FACING SOUTH SCALE: 118" = 1'-0° SCALE: 118" = 1'-0" N � 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 project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING EXTERIOR ELEVATIONS: LOT 1 GARAGE SCALE AS NOTED DATE 06.30.11 Am202 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING II RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT QA B D O Q O Q LESLIE GILL ARCHITECT I I 1 63 GREENE ST. NEW YORK NY 10012 I 1 I TELEPHONE 212-334-8011 FAX 212-334-8046 I INFO@LESLIEGILL.COM 1 1 I i MEP/FP ENGINEER ---------------- ATTIROOFT@ROOF RIDGE PLUS GROUP ENGINEERING PLLC "llEL=34'-11 112" 231 WEST 29TH STREET RM 706 NEW YORK N) 1 TELEPHONE 212-233-2700 FAX 212-233-2727 ��- _x�_A -_y _ - - - IMULLA@PLUSGROUPCE.COM r,r r,�" ri N 1 a,x`�h�,as �` 4 i i�� -J- 6t � H ~ ,- �-,_- CIVIL ENGINEER -s -d 1-- -- SHINGLES �, CEDAR '�_ �_ JEFFREY T. BUTLER P.E. P.C. —,-�_ ' ` L,___ MEAN ROOF HEIGHT -:-, `� -,_,-_ �,- ,_y r_, -,�-�� 206 LINCOLN STREET RIVERHEAD NY 11901 ��' EL=29'-losra- TELEPHONE 631-208-8850 �}1 ,: I-� � 'c 1 +�,-` _,, - �`�'�� t JEBUTL@AOL.COM -'_�,, _;,-�_� �I_� , ,O -, o I ,�I { 2X10 ROOF RAFTERS,TYP. �; cl4�. (�1- ->`r, {th 1 t r 11'-t, -} -,'- i �_ -I f ',:r' fr{ ,-, t�_ STRUCTURAL ENGINEER �, ',-,�- -rt _� d,�_ �� _ - -s�'�' MTL.OR FIBERGLASS CONCEALED GUTTER ROBERT E pT �+I LMAN ASSOCIATES � -; }- ' — -- --- f\ D r� �7 T,- I 88 UNIVERSITY PLACE NEW YORK- 10003 _. II � �-[ �I �' j TELEPHONE 212-620-7970 FAX 212-620-8257 ' 11 ' 11 Ij — - OPPENHEIMER SILMAN.COM _ 2X10 FRAMING @ATTIC 'I I � � @ � 9 I III OPEN I i m I - 0 j III �� __-� REVISIONS 20 4 } -- rn MASTER BEDROOM WALK I OSET -T I _- __ — - _ III -- _ I 2X6 INTERIOR FRAMING TYP. jI E - --- - -- -- --- C � 1 � �: I1 1 I --- �� - I C: � � 1�; I -- I JillO O -- l � - SECOND FLOOR - ------ I- I EL=-14'-6„ I - --- ' - i : , I I --- - - - - -- - ,,-ii-n iL ,ir'r i!"1;�rc�n"r ,�n�r;; CK't'h-, ""A-)l�%"1 ,"�r ,) ---i --�(x`l C`a"�d-1 �'a n^.-i - , i-'r n'X;, :-K�R�nL^,i,_ �,,."� i��- i"n�u11 — . ,�-- d') < v, �,."'r ---- � Nx� > t'+ ��)� r rc UUU UUUC UCS,_- "UUU ,'",rJ �j<�iU UUU VUU �,CI- ,�,UU U'�,U Ur v, �U_'.' '--'-� - -- -- -- _ �'„��[ i ,n��",�,u Uu CUV ?Uu �UlJ r1C1(1 i_�uU �_J _ ____ 0 L I i 3 1 1 3 1 O !j 'i -- 3 _ O O - 11 � 11 — II �' i I i - 1 1 -- '[\ y _ o O i I OFill / OPEN j OPEN KITCHEN \ I, I 11 i O I I 104 O - f l ,l I FOYER U\ EO I \\ ", � �/ I \ '"I'l 4"FACE STONE ON CONCRETE WALL -- j j i� j \ i T j -- F` JillFIRST FLOOR 1 j _ - ------------- --- .—_. f _ EL 2'-11112" -�l --- -- = - - - n ��„�> I �' -- -- - -,-�� (-� ,: i`�"p.-X-� "._nr•i, „�n' , ,^,,¢) � �,. I. elf , u �� i”,�, i n u'�i' ," , �i A �)_ .i,�, - iii i,'! ,n i`rt '� n,i�� ',"�, �,eu i, ' "i F -. " �-',r i f�ri-n�H i ,.x al (iti.ii�n i ('n�_�-�a7,�x�n , ,�x��,i'�(n fn�; i>i ri?() l� �i t +'x I i (x n h-i t-,,;,tri i �i;iii ((),. ) 11 8 n-,n i' ( T r�' [,[ " , . -�,.-, ". . fir'"! „ 1i 11 ----- - I1 \ \,� i' J` :R I �. \,',y" `` \\;: ' MEAN EXISTING GRADE \ \. \ : \`:. i" -il I \\` \\ \. \ \ \... \:: \, .. \ tl \ , \ \,,\ \ .. \ \ � l \ . \,, ltl \:" f \ ♦♦/i,,,. ',\�y:`; ♦ II,1 II ��\\O , \*`,`�� •�_ ��\�;�. ..�\\� :. � Ll.11 I�ff--, I I - I, ! :� �\�.4 .��♦ \\` /\ \.\• \\ '' I it \ \\ EL= 0'0" " _ __ IL,II _ _ ' \ C `\ \ \ \ ''\ \ -� F 11 ` \ \ \\ r: 14 TJI FRAMING \ \ :i r i. \\ .\\ �. is r \�. O Y\,; \ .. \ ,It 'll - 4 \O : ` \� \\`` �.y '�,`��- }. , \r\ ♦.:.; = 1'-0"THICK FOUNDATION WALL ON CONTINUOUS 2'-0"W X 1'-0"D FOOTING \`;\ ♦»` .\ ] \ \\ \\ ` ';• \\\ •II'II t .! \y,,,. :, `\.— NDATION WALL ON CONTINUOUS 2'-0"W X 1'-0-D FOOTING v .,:; \ - \\\.\ \.\\.:. f`.`\\_ �f �, -1\11 \ `\ \ I \\/ ,.,\ \, 10"THICK FOU \ - I 11 c J 001 }, tl. .. \,\.\\ \:\ \ / -1 {1 \ \\`: II II 001 N 1i, \. o :. \, \ \♦:: \ . c J UNFINISHED CELLAR u .\ \.\. ,:. 9 o y;: ,\ \ G .r ,II, )\` \\`` \' \ \\ { III -- I I U F\\\\\ `A\\\\` \v` \\'� ' ;'``:'` `\ UNFINISHED CELLARIT \\ \ \ IN.'! iX-1 I,..r\\11<\�� I V II I \\ \ \ HSS4X0.275 PIPE COLUMN c�\ \\`.. �I - I I .,ry;�\\.. �.,�\/\\, \\\,\ \ ` tea. , `�.\�'•' \ '' ::.,\\\\ / ;G,'`] ,I �::\\' :5\`\i ''\': :�, \:: II II , ' /, \ /;*:{J\' _ \ r.- C'�'l1- - - \ . ,\\ . .. \ \: \`` u 1 u I >\ \ :\:,:;, 4'X4'X12"FOOTING \ '.I 1 - I -1h >\`` / / \\``:, ✓'Iy ''\ \ . ``\ ,. \\ :II I'll F ..1 .\\�� \\` 11 \�\\: '.\�' �.\'� -'\``.� `♦\.\'�� I II� I I I l : \`` � \��\\ . \`'��\, a c-.%" yip .. \. .\ t V \\ \:';. :. :.\. /. \:::,:` "SLAB ON GRADE :` \\ e: \• \\ //..\, \\ O \ \ ` SC J\.. .. \ \ \\ \ \\\\ 1 P \\, f �' h l'r� \ \ `, \.\/i \' \ ,. :N 'U. \\\\ \\.\ i. BASEMENT \ \ NI..RI - - -- - -- - - --- -- -- --- --- ll !� '`\\\`\, \`: \``\�\:'.ff ,:`�`� ♦\if ',: ?'.:. I yll / \: :.. \\ , .,5'' \� 'j`. L 1' ------ ---- - -- - -- -- -------- - . I -- I , I:. ..\J \- , \.\\;r,,,'' \ r. . .\ .:: \.. \,, \.\: \.: .. . .. ----- � 4 , \ .N ------- r. . :. / EL 9 231 \ :\ _ _. \ .` \ \ \.. \> \ \ \. \\.: \. 0: .. \ .. 11 \ ,,Z . \\::: \ .. II - \. \' \ \ \ .\ \ %\. \: v` \ .- r ... \\.. .\ \ \ ,. \.. \. ,..\ This drawing is an instrument of professional r \ \ f. \\ \ \.:.: \. \ \ \ v..: \ \ , \ \ \ \ \ \ \ \ \ \ v" \:: ' \/. %..\ \\ \ .. \ \\.. \ \ \ \.\ . .. \..y \. \r. \\: \ . \. \\ r \ . rvi n shall remain th r rt f Leslie \ \ . . \ \ , : / \ ,.. \ \_ \:, \ \ e property\ , .. ,\ ,. \. ..\ \\ r: r .: ..:\ . . .. ,., \ \.:: .. ,,... .. .... .., ... \ r. ... . . .. .. .: .. .. .. \ \ ,. ... .\ r .. .. .. .\.. . \. r ♦ \\' r . . \ Ir .. f \:.. ,\.. .. ,.\. \\ \ ,,.. \::. ` \:r hit whether thproject r which ' i \. ..,. \\ \ , \. \:. \ , \:, Gill Architectefoit s \ \ , r \ „ ., ,.. . . \. : .. .\ .\ , ... ..r. .. .. \. \ . ., ,. .... .. \. .. .\ . . ... ♦ .. \ ..r. \ \ \\ \ \. \\ \: ...\ \. : \.: \\ .\.. ,\ ,. \ .\ . r : , , prepared i executed or not. Nchanges, ... \ .. ,... :.. \ .. .. .. \\.. .\ ... .. \ .. .. ..:: : \.. \ \: : \:. ,\: \. ..,i�,r : 1. d. .. .. .. \ :: ...\ ,..\ \\ ..:. \, , Y .. , .. \ . . \\ ,.. . . \. \. ,. \ , ..." :: : :.\\ • \ , �< :' ,\,, ;:: . additions, rdeletionsmay b made except b \.. / \ , \.. , \ \, . . .'' \ \. \\ . .: /\r: \ \\ \ \.. \ \ f: \ < \\:. % .... \ , .. \ \,.. \.... \\ :\ \% .. \:' Leslie Gill Architect. This drawing shall not be \ ,\ \.. \ \ . \ . \: \ \ \\`,.: \ \,:: . \ : , ./I. \ . ,\,:\ ,\:: ' ,.: :.,,/ %..,t reproduced b anyone for other projects,for ' additions to this project, or for completion of this project by others without written consent. 0 Copyright 2011 Leslie Gill Architect I _ DRAWING INTERIOR BUILDING SECTIONS: LOT 1 HOUSE SCALE INTERIOR BUILDING SECTION FACING EAST @ KITCHEN 111 INTERIOR BUILDING SECTION FACING EAST @ FOYER 104 AS NOTED : : 01 SCALE: 114" = 1'-0" DATE : 02 SCALE: 114" = 1'-0" 06.30.11 A_203 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OREGON LANDING II RESIDENCE El- - - - - - - - - - - - - — — — - 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 I • I 3'X3'X12" FOOTING I WITH 4#4 EACH WAY, ARCHITECT BOTTOM. (TYPICAL AT 8 LOCATIONS) I LESLIE GILL ARCHITECT I 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM I I 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 •. ... •. ..'�. , d••• • , .,•: .. .b. •. • d. ,• : I ., ',:I I.. •: •d .• . '':: .. • .a , .. . • '•• '.'° .. IMULL LUSGROUPCE.COM _ __ r---- ------ -- -- --- - -- ----- -- ---- -STEPFOO1fINGAS -- ---------------- ---- ------ -- -- -------- -- ---------- - ---- -- --- '- -I I CIVIL ENGINEER REQUIRED TO GETI I JEFFREY T. BUTLER P.E. P.C. TO MINIMUIM FROST TELEPHONE 631-208-8850 DEPTH I I 206 LINCOLN STREET RIVERHEAD NY 11901 .. JEBUTL@AOL.COM I °• I I :• I STRUCTURAL ENGINEER i I ROBERT SILMAN ASSOCIATES �•a I d.� 88 UNIVERSITY PLACE NEW YORK NY 10003 5" SLAB ON GRADE. I I TELEPHONE 212-620-7970 FAX 212-620-8257 TOP OF SLAB I 9. q OPPENHEIMER@SILMAN.COM EL = F— — — —I i I REVISIONS I L-._- -J I I I I I I I I 1 L___-J L_ _ PROVIDE 10" X 5/8" I X 0'—10" BASE PLATE WITH (4) 3/4" A307 10" FOUNDATION W/ALL I I ANCHOR BOLTS (TYPICAL 4'X4'X12" FOOTING WITH #4®16" OC E/ACH, AT 4 LOCATIONS). WITH 5#4 EACH WAY, WAY, EACH FACE: BOTTOM. (TYPICAL) I ` (TYPICAL AT 4 LOCATIONS) I I • I I II I - - - - - - - - - - - - - - - - - - - - - - - - STEP FOOTING AS REQUIRED TO GET I p TO MINIMUM FROST I I DEPTH — ———————— ———————— — ——— ———— ———————— — ——————— ————— —————— ——— ———————— —————————————-- — ————— ——— —— ————— ——— — — — e O o = o00.1 M o 1I :D N S W I FOUNDATION PLAN -30 zo m� O� JZ I— � i SCALE: 4 = 1'-0" Um C F- aJMW WZ C)tn V')N) I NOTES: �00M< 2v I ',�--�•; x Z o 0 o wo A O Oo W W 1. ALL NEW FOUNDATIONS SHALL BEAR ON 2 TSF UNDISTURBEDC-) ,�, /•yM1 p. U o m� ( SOIL (TO BE CONFIRMED BY SOILS ENGINEER ) ? � . . "'�n LL- 2. ALL FOOTINGS SHALL BE A MINIMUM OF 3'-6" BELOW GRADE m Pi FOR FRONT. � m 0:: 3. ALL FIRST FLOOR FRAMING MUST BE IN PLACE PRIOR TO BACKFILLING TO BRACE WALLS. �. \ \ \ 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 project by others without written consent. © Copyright 2011 Leslie Gill Architect I DRAWING �J PLAN - STRUCTURAL LOT 1 HOUSE FOUNDATION PLAN SCALE J AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION L J L.J L J L_.J L PROJECT OREGON LANDING II RESIDENCE ❑ ❑ El 6213 & 6291 OREGON ROAD 12" X 12" CONCRETE CUTCHOGUE, NEW YORK 11935 PIER TO FOOTING BELOW. REINFORCE ARCHITECT WITH 4#4 BARS. LESLIE GILL ARCHITECT 6" CONCRETE SLAB (TYPICAL AT 8 LOCATIONS). 63 GREENE ST. NEW YORK NY 10012 WITH #4®16" OC TELEPHONE 212-334-8011 FAX 212-334-8046 EACH WAY, BOTTOM. INFO@LESLIEGILL.COM —3o L MEP/FP ENGINEER PLUS GROUP ENGINEERING PLLC ____ _ —— —— 231 WEST 29TH STREET RM 706 NEW YORK M I- - - ------- -- - - - - -- - - -- -- -- -- ---- -------- --- ------------ -- ---- ---------------- -------------------- -- -- -- -- ---� I ❑ TELEPHONE 212-233-2700 FAX 212-233-2727 �o 12x12x4' I IMULLA@PLUSGROUPCE.COM X N � POCKET (TYP.) I x PROVIDE 4"x %%10" I I CIVIL ENGINEER BEARING PLATE ON Ln ," GROUT -- -- I \118 ; I JEFFREY T. BUTLER P.E. P.C. g i 206 LINCOLN STREET RIVERHEAD NY 11901 O 1 iI I 6 CONCRETE SLAB TELEPHONE 631-208-8850 0- :21 I WITH #4@16 OC JEBUTL@AOL.COM r i I2EACH WAY, BOTTOM. ocn I I STONE I l CO1 1 FLOOR 1 1 ❑ 1 N o I I I I I I I I I STRUCTURAL ENGINEER Ilam I ii ii ii I I L N - I I ROBERT SILMAN ASSOCIATES NO r 1 , , , I I 88 UNIVERSITY PLACE NEW YORK NY 10003 I � F-I I I I� F- I � J N I l w ~'—' w I I HSS4XO.375 PIPE I l w I I TELEPHONE 212-620-7970 FAX 212-620-8257 ria � o Ic� o 14" TJI z �i i i Iz � U 14" TJI Z Z __ __ __ COLUMN DOWN AT __ 11 _ _ I I OPPENHEIMER@SILMAN.COM �—- g o i i 4 LOCATIONS. i i Io I0- : -(3) 11%" ® 16" 01C 14„ TJI_ - - - 13� 4 LVL --�� - �3�4 r-LVL* -$�I i i I ® STONE FLOOR REVISIONS imrm ismm a �::_ �O NO to p NO UJ N N I I ri X m X m X m X m O I 4 3: —3o I -JI rr-_ w c1_n p l I g L I I I 11��g” I I I I ❑ ZI I LL- 0 1 1 1 Y I 1 w 6 CONCRETE SLAB 1 I I 1 1 0 i i o 00 WITH #4®16" OC i i i i i 8" CMU OR CONCRETE WA L IUP,TO 11�" m I 1 a ~ o -3G0 EACH WAY, BOTTOM I I I i SECOND LEVEL. PROVIDE #4 .32 OC N m AT ENTRY I I I I IN EITHER CONSTRUCTION. of i � CD w 1 1 w x m TOP OF SLAB m1 1 o > 01 1 � Cy I I I I I I I ——————————— 1 I — —————— 1 I. I I 4 5 I I -30 -30 12";FOUNDATION WALL 4" STONE (LEDGE Wf 1-#4 @ 16"o/c EACH WAY, EACH FACE I FIRST FLOOR FRAMING ON y N Wrn BASEMENT PLAN i A,op SCALE: Ya"= 1'-0" I DL = 20 PSF (WOOD FLOOR), 40 PSF (STONE FLOOR) 1 f f� LChCIVU. IVU 1 t3: f — - - — INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. PROVIDE PHD5-5DSS BY SIMPSON OTHERWISEPROVIDE (3) 2 X 10 AT EXTERIOR WALL AT EACH WINDOW JAMB @ PERIMETER OF BLDG. HEADERS, UNLESS NOTED OTHERWISE. INDICATES 14" TJI/PRO 360 @ 16" OC This drawing is an nstrument of professional ❑ INDICATES 6x6 POST UP 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 PLAN - STRUCTURAL LOT 1 HOUSE 1 ST FLOOR FRAMING PLAN SCALE AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION .— . — . — .— .— . — . — . — . — . — . — . — . — . — . — . — . — . — . — . _ . — . — . —. . — . — . — . — . — . — . — . — . — . — . _ . _ . — . — . — . — . — . _ . _ . _ . _ . PROJECT El ❑ ❑ - I OREGON LANDING II RESIDENCE Cr 6213 & 6291 OREGON ROAD Ld i o i I CUTCHOGUE, NEW YORK 11935 �m..O- ooQ I � I I j N U I i ARCHITECT "N ,-� LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 MAT H LINE I -� I TELEPHONE 212-334-8011 FAX 212-334-8046 i INFO@LESLIEGILL.COM • I - MEP/FP ENGINEER I _ . — . _ . — . _ . — . _ . — • — • — • — - - - - - -- — • — - - • — •— • — — — — — — — — — — — • — • — • - - - - - - — — –� I - . - - -� - - - - - - - _ _ __ ----_ -- �_ --L=____ -- -- - - - - -�- - - PLUS GROUP ENGINEERING PLLC - - - - X XX (2) 1 3/4" x 14" LVL (2) 1 3/4 X 14 LVL I I I ' 1 I I 231 WEST 29TH STREET RM 706 NEW YORK NY I I W/ 3/8" X 14" FLITCH PLATE i l i i W/ 3/8" X 14" FLITCH PLATE I , I STONE TELEPHONE 212-233-2700 FAX 212 233-2727 I I i i 1 1 I ON MUD SET IMULLA@PLUSGROUPCE.COM I I STONE III I I I I I CIVIL ENGINEER ON MUD SET I ' I NOTE: PROVIDE SLEEPER i i NOTE: PROVIDE SLEEPER I,I i NOTE: PROVIDE SLEEPER 1 I I I NOTE. PROVIDE SLEEPER CONSTRUCTION AT WOOD CONSTRUCTION AT WOOD I I I CONSTRUCTION AT WOOD I I I I CONSTRUCTION AT WOOD FLOOR TO ALIGN FINISH iIi FLOOR TO ALIGN FINISH i i i i FLOOR TO ALIGN FINISH ' ' JEFFREY T. BUTLER P.E. P.C. FLOOR TO ALIGN FINISH I I I 206 LINCOLN STREET RIVERHEAD NY 11901 z I I I I FLOOR z 1 1 z I I FLOOR I I I I 1 FLOOR Y I I w FLOOR I�, I I W Y I I�, 111 I r, TELEPHONE 631-208-8850 U 1 1> 11 I I I 0 1 1 > 11 7 TJI U I I> I I (2) 2X10 Ca➢ 24 OC I 0 ! l m 1 1 I 0 i i m - i i m i i (SPACE DOUBLE RAFTER JEBUTL@AOL.COM MI I Q I I I I MI I< —� Mi I¢ I AT 4") I J I I " I I J I I " " 0i I < 11 7/8 LVL ® 12" I I I I JI 1 7/8 LVL ® 12 I -- -- ---� ❑ _11 7/8" LVL @ 12"_ _ _Q I I a _ 11 7/8 iIi - -- -- 3- -- - -- -- cn 1 i LVL @ 12� III 1 I cn 1 IX v' 11= W 1 1 w I I o ' 'w o f i o STRUCTURAL ENGINEER I > I Iz III I I > I Iz > I IZ 1 I = 111 � _ I j ROBERT SILMAN ASSOCIATES SII III , SII d I I I - (2) 1 3 1 1 1 1 I I III I I 2 1 3 4" X 14" LVL i i � 1 1 1 1 „ „ „ � _ /4 X 14' LVL �I 1 O__ _ �_- � I 1 (2) 1 3/4 X 14 LVL I I I K NY 10003 _ _ _ _ _ _ _ _ _ –– – – – – – – TELEPHONE 212-620-7970 88 UNIVERSITY PLACE NEWFAX 212 620-8257 (3) 1 3/4 X 14 LVL ( ) / _ -- --I 1 I ----�Elr- r, , wX 3/8" X 14" FLITCH PLATE iIi W/ 3/8" X 14" FLITCH PLATE I 1 (3) 1 3/4"X14" LVL I 'W/W/ 3/8 X 14' FLITCH PLATE OPPENHEIMER@SILMAN.COM II 11 II II � I iIi iIi i i i i I I I REVISIONS I I - I I 1 1 -- -- III (2) 1 3/4" X 14" LVL I I � _ . _1 1 (2) 1 3/4" X 14" LVL I I (3) 1 3/4" X 14" LV_ I -- �_11 (2) 1 3_/4" X 14" LVL _ i i __ 3 _ / 3/8" X 14" FLITCH PLATE __ __ W/ 3/8" X 14" FLITCH PLATE (3) 1 3/4"X14" LVL W/ 3/8" X 14" FLITCH PLATE I' I I14I I I j 14" TJI __ " TJI _ I I 14' TJI _ _ 14" TJI _ _ -- - -- - 14" CD I I LVL OVER DOOR z i i y ❑ — — — — — — — ❑— Z III Y I I w I Y I I w U I I> I I I I I U I I> O I 10 I I I „ • I 11 0 1 I m 1 11�"®12" m I I Q 11� " I I (2) 2X10 @ 32 OC I o o, m -- I 1 I (SPACE DOUBLE RAFTER i 1 1 m l l a 1 1 I I I I I i 1 01 IJ i i � I TJI I I . AT 4 ) o 1 i� 1I1 I I o f 13 0---- --� N 1 1� iIi w 1 lw I I w w III I I 01 10 I • Ili 01 i� 111 I >coi iii 11 1 1 1 I I I I I I I - •- • - • T MATCH LINE SECOND FLOOR FRAMING ON F RST FLOOR PLAN SCALE: Y4 DL = 20 PSF (WOOD FLOOR), 40 PSF (STONE FLOOR) . r `•° ='s LL = 40 PSF LEGEND: NOTES: — - - — INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. PROVIDE LtP4 BY SIMPSON OTHERWISE. PROVIDE (3) 2 X 10 AT EXTERIOR WALL AT EACH WINDOW JAMB This drawing is an instrument of professional HEADERS, UNLESS NOTED OTHERWISE. . PERIMETER OF BUILDING. service and shall remain the property of Leslie - - INDICATES 14 TJI/PRO 360 ® 16 OC Gill Architect whether the project for which it is prepared is executed or not. No changes, ® INDICATES 2X6@16" OC WOOD BEARING/SHEAR WALL additions, or deletions may be made except by WITH ONE LAYER 1/2" PLYWOOD. Leslie Gill Architect. This drawing shall not be INDreproduced by anyone for other projects, for (3)I 2AX6SBUILT UPSPOST)AND DOWN (OR additions to this project, or for completion of this project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING FRAMING PLAN LOT 1 HOUSE 2ND FLOOR FRAMING PLAN SCALE AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION F , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . PROJECT OREGON LANDING 11 RESIDENCE 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ARCHITECT LESLIE GILL ARCHITECT MATCH LINE i 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 INFO@LESLIEGILL.COM MEP/FP ENGINEER v . — ' — . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - -- - - -- - . . . . . . . . . . . . - - . . . . . . ------ 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 STRUCTURAL ENGINEER ROBERT SILIVIAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM L- - -2x10 —7 2x10 2x10 -7 2x10 -7 @ 16"o/c @ 16"o/c -7 @ 16"o/c @ 16"o/c REVISIONS F >< — - - — -- 2)L10 0 16"2/c AT ATTIC --2x10 @ 16"o/c -7" . . . .. .. . . . . . . . . . . . . .. . . . . . . . . . . .. . . . - — - — - — - -— -— - — - — - — - — - — - — - . . . . . . - - - - - - - - - - - - ATTIC FRAMING ON SECOND FLOOR PLAN MATCH LINE SCALE: Y4"= 1'-0" DL = 15 PSF ILL = 20 PSF (UNOCCUPIED) LEGEND: INDICATES (2) 1 3/4" X 9 1/2" LVL, UNLESS NOTED OTHERWISE. PROVIDE (3) 2 X 10 AT EXTERIOR WALL HEADERS, UNLESS NOTED OTHERWISE. INDICATES 2XI0@16" OC ATTIC JOISTS (LEVEL) 7ti? INDICATES 2X6@16" OC WOOD BEARING/SHEAR WALL WITH ONE LAYER 1/2" PLYWOOD. INDICATES 6X6 POST UP AND DOWN (OR (3) 2X6 BUILT UP POST). 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 project by others without written consent. Copyright 2011 Leslie Gill Architect DRAWING PLAN - STRUCTURAL LOT1 HOUSE ATTIC FRAMING PL/ SCALE AS NOTED DATE Sml 03 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT OREGON LANDING 11 RESIDENCE 6213 & 6291 OREGON ROAD CILITCHOGUE, 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 - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - . _ . _ . r • - • - ' v . - ' - . - - - - - - - - - - - - - - - - - - - - - - - - PLUS GROUP ENGINEERING PLLC .F ------- ------- — ------- -®-------- ------------------- --------- -------- -------- ------- ------- ------------------------------- 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 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 SHEAR SPLICE AT SHEAR SPLICE AT SHEAR SPLICE AT I j ROBERT SILIVIAN ASSOCIATES 24" OFF COLUMN 24" OFF COLUMN 24" OFF COLUMN FACE k) FACE k) FAC E k) 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS SHEAR SPLICE AT SHEAR SPLICE AT SHEAR SPLICE AT 24" OFF COLUMN 24" OFF COLUMN 24" OFF COLUMN FACE k) FACE k) FACE k) ------ ------ ------ ------------------- ------- ------ - — - — - — - — - — - — — - — - — - — - — -— - . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. - — - — - -- . . .. . . . . . . . r - — - — -— -— - — -— - — - — - -- . . . . . . . . . . . . . .. .. .. ROOF FRAMING ON SECOND FLOOR PLAN 0 SCALE-. Y44"-- PD DL = 20 PSF LL = 45 PSF (GROUND SNOW LOAD) LEGEND: NOTES: INDICATES (2) 1 3/4" X 14" LVL, UNLESS NOTED 1. PROVIDE H2.5A HURRICANE OTHERWISE. TIES @ EACH RAFTER END AND RIDGE. This drawing is an in professional -------- INDICATES HEADER AT ATTIC LEVEL - SEE S-103 FOR SIZE. service and shall remain the property of Leslie 0- - - -7 INDICATES 2X10@16" OC ROOF JOISTS (SLOPED) Gill Architect whether the project for which it is z - - - " OC ROOF JOISTS (LEVEL) prepared is executed or not. No changes, -7 INDICATES 2X 10@16additions, or deletions may be made except by INDICATES 2X6@16" OC WOOD BEARING/SHEAR WALL Leslie Gill Architect. This drawing shall not be WITH ONE LAYER 1/2" PLYWOOD. 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 PLAN - STRUCTURAL LOT 1 HOUSE ROOF SCALE AS NOTED DATE Sml 04 LESLIE GILL ARCHITECT MATCH LINE ISSUE FOR CONSTRUCTION i t \ PROJECT \ OREGON LANDING II RESIDENCE 1 \ 6213 & 6291 OREGON ROAD CUTCHOGUE, NEW YORK 11935 ATCH LINE \ \ \ ARCHITECT \ \ \ LESLIE GILL ARCHITECT �\o�� P \ 63 GREENE ST. NEW YORK NY 10012 loo \ \ 'Son o� �P�-`'' \ TELEPHONE 212-334-8011 FAX 212-334-8046 FSG\ro 6 INFO@LESLIEGILL.COM MEP/FP ENGINEER \\ 4'x4'x12" FOOTING, \\\\ PLUS GROUP ENGINEERING PLLC \ \\ WITH 5#4 EACH WIAY, \ \ 231 WEST 29TH STREET RM 706 NEW YORK NY (TYPICAL AT 4 LOCATIONS) \\\\ i TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM / /j� ./ CIVIL ENGINEER /�' JEFFREY T. BUTLER P.E. P.C. \ / 206 LINCOLN STREET RIVERHEAD NY 11901 / TELEPHONE 631-208-8850 \ \ 6" CONCRETE SLAB / / JEBUTL@AOL.COM f \ \ WITH #4@16" OC \\ \ EACH WAY, BOTTOM. STRUCTURAL ENGINEER �osy�o°�, ROBERT SILMAN ASSOCIATES h � 61..� / 's�G�loGco%��2 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM \ / / REVISIONS / Iii v I �I, STRUCTURAL PLAN: EAST DECK FOUNDATION PLAN: GARAGE SCALE: 114" = 1'-0" SCALE: 1/4"= 1'-0" �< F INIS�\ 663C��Pti,✓ 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 project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING PLAN - STRUCTURAL LOT 1 GARAGE AND EAST DECK SCALE AS NOTED DATE LESLIE GILL ARCHITECT - MATCH LINE ISSUE FOR CONSTRUCTION 1 \ PROJECT 1 \ \ \ 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 NY 10001 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 631-208-8850 JEBUTL@AOL.COM STRUCTURAL ENGINEER ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 \ \ i TELEPHONE 212-620-7970 FAX 212-620-8257 \ \ i OPPENHEIMER@SILMAN.COM REVISIONS ROOF PLAN: GARAGE SCALE: 1/4" = T-0" NOTES: F IN GOP , rf��'f•• 'r.3 This drawing is an instrument of pro—es 11'-nal 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 PLAN - STRUCTURAL LOT 1 GARAGE AND EAST DECK ROOF SCALE AS NOTED DATE LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(1) OF NYS RESIDENTIAL CODE) GD BASE EXPOSURE SEISMIC SUBJECT TO DAMAGE FROM 20, SHOP PAINT LMEMBERS RAY ON FIREPROOFING IS TO BE APPLIED) WITH TNEMEC #99. FIELD PAINT AS PER SNOWWIND CATEGORY DESIGN DEFORMED BAR TENSION DEVELOPMENT LENGTH WEATHERING FROST LINE TERMITE DECAY HAZARD ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS PROJECT LOAD PSF SPEED �,i��H; WIND CATEGORY FEMA 45 1 120T-TC 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 40001 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 , THIS PROJECT FALLS UNDER P-1E 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. 6213 & 6291 OREGON ROAD BUILDING CODE OF THE STATE OF NEW YORK, CONTRACTOR SHALL FOLLOW ALL MINIMUMS ESTABLISHED IN NOTED CODE UNLESS SPECIFICALLY WAIVED FRAMING LUMBER CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II CUTCHOGUE, NEW YORK 11935 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: 1. GROUND SNOW LOAD IS BASED ON FIGURE R301.2(5) FOR NEW YORK STATE AND HAVE BEEN ADJUSTED AS PER ASCE 7 FOR FLAT OR SLOPED A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. #4 22 33 19 29 17 26 16 24 ROOF SNOW LOADS, DRIFT, ETC (EQUATION 7-1 AND 7-2). THE FOLLOWING FACTORS WERE USED FOR THIS PROJECT: B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," #5 28 42 24 36 22 32 20 30 ARCHITECT LATEST EDITION. LESLIE GILL ARCHITECT a. I, IMPORTANCE FACTOR: 1.0 (TABLE 7-4, ASCE 7). 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH #6 33 50 29 43 26 39 24 35 b. Ce, EXPOSURE FACTOR: 1.0 (TABLE 7-2, ASCE 7). SHALL BE KILN DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: #7 48 72 42 c. Ct, THERMAL FACTOR: 1.0 (TABLE 7-3, ASCE 7). RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 63 38 56 34 51 63 GREENE ST. NEW YORK NY 10012 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 #8 55 83 48 72 43 64 39 59 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 62 93 TELEPHONE 212-334-8011 FAX 212-334-8046 ( ( ) O 54 81 48 72 44 66 INFO@LESLIEGILL.COM 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: 3. EXPOSURE CATEGORY IS BASED ON R301.2.1.4 OF THE NYS RESIDENTIAL CODE. POST AND TIMBER: DOUGLAS FIR-LARCH #1 #10 70 105 61 91 54 81 50 74 BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 #11 78 116 67 101 60 90 55 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 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. NOTES: 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 PLUS GROUP ENGINEERING PLLC 5. WEATHERING IS DETERh,,%FD 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. 231 WEST 29TH STREET RM 706 NEW YORK NY 6. THE DEPTH TO BOTTO'�� C) FOOTING IS ESTABLISHED BY THE LOCAL JURISDICTION. • 2. FOR EPDXY-COATED BARS: AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NEPA "MANUAL FOR HOUSE FRAMING" TELEPHONE 212-233-2700 FAX 212-233-2727 16. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE INTERNATIONAL BUILDING CODE, IMULLA@PLUSGROUPCE.COM 7. TERMITE PROBABILITY I.') `F_,i ERMINED 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 a. WHERE CONCRETE COVER IS LESS THAN 3db OR CLEAR SPACING IS LESS THAN 6db E SHALL BE ( ) 1.5x THE VALUES GIVEN ABOVE. CIVIL ENGINEER ' DETAILS TO ADDRESS Hi` �',ONDITION. FASTENING SCHEDULES. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3db AND CLEAR SPACING 8. DECAY PROBABILITY IS 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 6d6 , E SHALL BE 1.2x THE VALUES GIVEN ABOVE. JEFFREY T. BUTLER P.E. P.C. DETAILS TO ADDRESS THIS CONDITION. 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 GIRDERS 1/2" CLEAR (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. THAN db , CLEAR COVER NOT LESS THAN db , AND STIRRUPS OR TIES TELEPHONE 631-208-8850 9. FLOOD HAZARD IS DE1l=RUINED BY LOCAL SURVEY AND FEMA MAPS. WHERE APPLICABLE, THE FOLLOWING PARAMETERS 9. STUD BEARING WALLS ARE TO BE 2 x 4 ® 167o/c. AT THE INTERIOR AND 2 x 6 @ 16"o/c. AT THE EXTERIOR, THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM OR HAVE BEEN USED: UNLESS NOTED OTHERWISE ON PLAN. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS JEBUTL@AOL.COM a. DFE (DESIGN FLOOD ELEVATION): 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL THAN 2db AND CLEAR COVER NOT LESS THAN db b. BFE (BASE FLOOD ELEVATION): STUDS. CASE II: OTHER CASES c. Esw (DESIGN STILLWATER FLOOD ELEVATION ABOVE DATUM): 11 . LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. d. Ds (DESIGN STRUCTURAL ENGINEER STILLWATER FLOOD DEPTH IN FEET): 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. e. Dws (WAVE SETUP IN FEET): DEFORMED BAR TENSION LAP SPLICE - CLASS B f. G (GROUND ELEVATION IN FEET ABOVE DATUM): 13. USE DOUBLE STUDS @ ENDS OF WALL AND ENDS of WALL OPENINGS. FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS ROBERT SILMAN ASSOCIATES 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 LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR 88 UNIVERSITY PLACE NEW YORK NY 10003 GENERAL NOTES: WALLS AND 6" NOM. AT EXTERIOR WALLS. (NOM.) 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 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. #3 22 33 19 28 17 25 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 MEANS AND METHODS OF CONSTRUCTION SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK, 21 31 HIRED BY THE CONTRACTOR, AND WHO SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE OWNER'S REVIEW. 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 NAILS.) 11 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 #6 43 65 37 56 34 50 31 46 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 #7 63 94 54 81 49 73 45 67 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. AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON CONTRACT DOCUMENTS #8 72 107 62 93 56 83 51 76 SHALL BE REPORTED TO I-HE ENGINEER OF RECORD FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE. 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN 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 FRAIFING IS DIMENSIONED WITHIN THE ARCHITECTURAL DOCUMENTS AND IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE SCOPE AND INTENT OF THESE DOCUMENTS WITH THE DIMENSIONS NOTED IN THE ARCHITECTURAL DOCUMENTS. ANY WOOD HEADER SCHEDULE #11 101 151 87 131 78 117 71 107 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. 2 x 4 WALL 2 x 6 WALL 5. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 4000 POUNDS PER SQUARE FOOT LESS THAN 3'-0" (2) 2 x 6 (3) 2 x 8 DEFORMED BAR COMPRESSION DEFORMED BAR COMPRESSION 3 -1 To 4'-O (2) 2 x s (3) 2 x 8 DEVELOPMENT LENGTH (&o&o) LAP SPLICE (PSE), AS SPECIFIED BY IHE GEOTECHNICAL CONSULTANT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN THE FIELD BY A 4'-1" TO 6'-0" 2 2 10 3 2 10 PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK, PRIOR TO PLACING CONCRETE. ADJUST BOTTOM OF FOOTING ELEVATION ( ) x ( ) x 6'-1" TO 8'-O" (2) 2 x 12 (3) 2 x 12 FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE ��Of NEW L, , A p , AS REQUIRED. OVER 8'-O" SEE PLANS SEE PLANS P ti '°F '# & UNCOATED BARS & UNCOATED BARS � � 6. DO NOT PLACE BACKFILL. AGAINST 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, Co DAY STRENGTH OR UNTIL WALLS HAVE BEEN PROPERLY BRACED (BRACING TO BE DESIGNED BY CONTRACTOR'S ENGINEER). (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, BAR 3000 PSI 4000 PSI 5000 PSI 60001 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 3 JACK STUDS FOR SPANS OVER 8'-0" WIDE. SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE cu 7. ALL EXTERIOR FOOTING SHALL BE PLACED A MINIMUM OF 4'-0" BELOW GRADE. PLYWOOD SHEATHING #3 9 8 8 8 ` c�z 8. ALL CONCRETE WORK SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318), LATEST EDITION. #3 12 12 12 12 cS�� 6,98 11. PROVIDE PLYWOOD SHEATHING COMPLYING WITH APA-GRADE STAMPED AND SHALL NOT EXCEED THE SPANS #4 11 10 9 9 #4 15 15 15 15 0FESS1 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 12 #5 19 19 19 19 UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS (MORE CONSERVATIVE DESIGN SHALL APPLY). THE FOLLOWING THICKNESS: FLOOR: 3/4" #6 17 15 14 14 WALL: 1/2" #6 23 23 23 23 10. REINFORCING STEEL SHALI. BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED OUT ON #7 20 17 16 16 7 27 27 27 27 PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCING" (ACI 318), LATEST EDITION. 2 ROOF:. ALL PL WOOD SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE B. F. #8 22 19 18 18 #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 '_C.'kTION OF ALL OPENINGS AND PIPE SLEEVES WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/87 SPACE AT ALL PANEL EDGE JOINTS. #10 28 25 23 23 #10 39 39 39 39 MINIMUM CONCRETE Br=l4N" EN SLEEVES SHALL BE 6". #11 31 27 26 26 #11 43 43 43 43 ENGINEERED WOOD PRODUCTS 13. ALL GROUT SHALL BE \OI!SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSJ, 11. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY STANDARD HOOK TRUSJOIST MACMILLAN OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S 14. PROVIDE STANDARD CLEAF'aNCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: STANDARD RECOMMENDATIONS AND DETAILS, INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, a. SLABS: WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND HOLES, ETC. b. FOOTINGSS:: 3°32. RIM BOARDS: PROVIDE CONTINUOUS 1 1/4" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY c. EXTERIOR WALLS: ?" FOR #5 OR LARGER, 1 1/2" FOR #4 OR SMALLER TRUSJOIST MACMILLAN, OR APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S d. INTERIOR WALLS: 3/4" RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. STANDARD HOOK This drawing is an instrument of professional 15. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS service and shall remain the property of Leslie a. AISC "SPECIFICATION FOR 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 b. THE AMERICAN WELDING SOCIETY "CODE FOR WELDING IN BUILDING CONSTRUCTION" (AWS D1.1) LATEST EDITION. MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS. projectforwhich itis 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH prepared is executed or not. No changes, 16. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: AITC 117-84 DESIGN STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD additions, or deletions may be made except by a. WIDE FLANGE BEAMS, 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 Architect. c. STRUCTURAL PIPE SECTIONS: ASTM A501 OR ASTM A53, GRADE B. TABULATED ON THIS SHEET )'INCLUDING NET Uons roectPLIFT INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'SLAP SPLICE anyone for other projects for d. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. ( . DOTE: TENSION additions to this STANDARD RECOMMENDATIONS AND DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING p j or for com pletion of this e. BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE MADE WITH ASTM A325SC BOLTS (3/4" DIAMETER) DRAWINGS FOR APPROVAL PRIOR To FABRICATION. f. ANCHOR BOLTS AND THRU-BOLTS: ASTM F1554, GRADE 36. FOR TENSION LAP SPLICE LENGTH AND LAP SPLICE project by others without written consent. DEVELOPMENT LENGTH SEE TABLE 17. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED FOR END REACTION AS DETERMINED FROM TEE-INTERSECTION CORNER AISC UNIFORM LOAD TABLE, UNLESS OTHERWISE NOTED ON PLAN. TYPICAL DETAIL © Copyright 2011 Leslie Gill Architect + 18. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE RUTS REDUCE D WHERES THELOCALMOMENTTCAPACITY BELOW THAT REQUIRED HORIZONTAL REINFORCEMENT AT CORNERS DRAWING TO SUSTAIN THE REACTION. FLANGES AND WEB ARE E AND JUNCTIONS OF WALLS AND BEAMS IS INADEQUATE. 19. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN EXTENSION OF THE BEAM GENERAL NOTES & TYPICAL DET/ AND GIRDERS. LOT 1 HOUSE SCALE AS NOTED DATE 6/30/11 Sm200 LESLIE GILL ARCHITECT SLAB ON ISSUE FOR CONSTRUCTION S;AV.' CUT SLAB ON GRAIDE WATEfR STO P 1,2 DEEP GRADE STANDARD HOOK THICKNESS \ W.W.F. "t" SLAB REINFORCEMENT 2 "X' (MIN.) (TYPICAL) PROJECT LITE (MESH OR REBAR) �- - °' OREGON LANDING II RESIDENCE x' x x —x---x-- x� =-6x—fix ax x x a x x x 2-#4 @ 3"X4'-O" LONG ° ° e d 1– ° . a a . d d ADDITIONAL AT ALL N 4 - 6213 & 6291 OREGON ROAD REENTRANT CORNERS Q CUTCHOGUE, NEW YORK 11935 \\, —J1 2 3„ SLAB EDGE FOR REINFORCING DEPTH OF JOINITS f SEE WALL SECTIONS MIN. THICKENED 2" x 3" CONTINUOUS HORIZONITAL REINFORCING SLAB = 0Y" KEY CONCRETE PIER g" CONTINUOUS WALL TO RUN THRU UNINTERRUPTED ARCHITECT TIMES SLAB CO STEEL FOOTING GI ARCHITECT THICKNESS COLUMN (SEE MIN. t PLAN) ADDITIONAL REINFORCEMENT NOTE: MaAxIMUM POUR LENGTHS: LESLIE LL 63 GREENS ST. NEW YORK NY 10012 SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN AT ALL RE-ENTRANT CORNERS FOUNDATION WALL = 80'"0 TELEPHONE 212-334-8011 FAX 212-334-8046 MAXIMUM DISTANCE BETWEEN TYPICAL DETAIL INFO@LESLIEGILL.COM CONTRACTION JOINTS IN INCHES _ _- ° TYPICAL DETAIL IS 36 TIMES SLAB THICKNESS • WATERSTOP STEPPED WALL FOOTING CONSTRUCTION _ - JOINT CONCRETE N C R ETE WALL MEP/FP ENGINEER � CONCRETE SLAB ° � 2" COVER MIN. (OR AS R!EQ'D PLUS GROUP ENGINEERING J BY WATERSTOP MANUF.) 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING . STRIPS WHERE EACH SINGLE STRIP DOES NOT 2 6 231 WEST 29TH STREET RM 706EWORK N 1 -6 C 6" 6" W2.0 x W2.0 W.W.F. ° • EXCEED 36 TIMES SLAB THICKNESS WIDTH IN INCHES. TELEPHONE 212-233-2700 FAX 212-233-2727 • ° 1-#4 CONT. #4 @1 " IMULLA PLUSGRO P 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED #4 CONT. @ U CE.COM --X-- - a x x x 4 gai AT A MAXIMUM SPACING IN INCHES OF 36 TIMES T.O. SLAB EL. SEE PLAN EL. (SEE PLAN) CIVIL ENGINEER d THE SLAB THICKNESS. JOINTS SHALL BE SAWED NO FOR DIM.WATERSTOP :° LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. T.O. SLAB EL. d xa JEFFREY 3. GRAVEL OR CRUSHED STONE BASE SHALL BE EL. (SEE PLAN) - �-�' T.O. SLAB EL. ,�\\ \\ a. #4 @12" EY T. BUTLER P.E. P.C. / 206 LINCOLN STREET RIVERHEAD NY 11901 •` COMPACTED TO 95% OF MAXIMUM DENSITY AT a .,�/ /� 4 \//\//\// OPTIMUM MOISTURE CONTENT. ° ' 'X EL. (SEE PLAN) T.O. SLAB EL. TELEPHONE 631-208-8850 —�—x ° ' EL. (SEE PLAN) SEE PLAN \ 2 JEBUTL@AOL.COM VAPOR BARRIER FOR SLAB 10 MIL POLYETHYLENE -0" THICKNESS UNDISTURBED VAPOR BARRIER. . : \�\/.` 6" GRAVEL- OR SOIL OR FILL ° . /' CRUSHED !STONE CONC. WALL (TYP) 2-#4 TOP & 1'-0" 1'-0" a BOT. CONT. STRUCTURAL ENGINEER 6" GRAVEL OR ORFILL SOIL �s aQ �s"x 2" COLLAR STEP LESS THAN OR EQUAL STEP GREATER T TO SLAB THICKNESS HAN ROBERT SILMAN ASSOCIATES CRUSHED STONE ALL AROUND SLAB THICKNESS 88 UNIVERSITY PLACE NEW YORK NY 10003 SLAB ON GRADE TELEPHONE 212- SLAB-ON-GRADE & WALL INTERFACE FOR INSIDE — - I - - —�-- PIPE 620-7970 FAX 212-620-8257 UTILITY/P�P N� a TYPICAL DETAIL STEP IN SLAB ON GRADE OPPENHEIMER@SILMAN.COM TYPICAL DETAILS SLAB ON GRADE DWGS. e 4 ROLLED R OR PIPE REVISIONS WITH Y4"MIN. WALL THK. ADDITIONAL BARS AT PIER REINFORCING SCHEDULE (2P OF#5 MIN.) G. NOTE: SPACE ADJACENT TO PIPE SLEEVES A MINIMUM DISTANCE APART. EQUAL TO WALL THICKNESS. PIER MIN. VERTICAL CLOSED PROVIDE ADDITIONAL BARS SIZE BARS TIES PARALLEL TO SIDES OF OPENING, EQUAL TO AREA OF INTERRUPTED TYPICAL DETAIL 16" x 16" 4 - #6 #4 © @ 10"o/c BARS. 2-#5 MIN. PIPE SLEEVE IN CONCRETE WALL 18" x 18" 4 - #6 #4 © @12"o/c (1)-#5 BAR ADDITIONAL 20" x 20" 8 - #5 #4 ,� @10"o/c EACH FACE OF WALL. 22" x 22" 4" U.N.O. #3 @12"o/c. EACH WAY 12" MAX. 24" x 24" 8 - #6 #4 @12 o c DEVELOPMENT ,� / LENGTH THREADED ROD WITH 26" x 26" 3" CL. 1'-0" HOOK OR DRILLED NOTES: 1. HOOK ALL BARS INTERRUPTED BY OPENING. IN #3 DOWEL ALTERNATE 28" x 28" 8 - #7 #4 c @12"o (SEE NOTE 3) x 30 / 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT �Q'��©� A Op • •• 30" " NEW y0LENGTH BEYOND OPNG., VERTICAL BARS TO i ' 36" x 36" 12 — #7 #4 @12"o/c BE FULL STORY HEIGHT. � ° ° A NOTE: REINFORCING SHALL BE NO LESS THAN SCHEDULED ° UNLESS NOTED OTHERWISE. TYPICAL DETAIL ' •rr ROUGHEN TO Ya"AMPLITUDE OR COAT CONTACT SURFACE 3" CLR. OPENINGS I N CONCRETE WALLS WITH LATEX BONDING AGENT AT SUPPORTED SLAB AT SLAB ON GRADE a a MOTES: 1.. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. BOTTOM PIER & 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH f'c = 4,000 PSI. REINFORCING CONC. FOOTING (TYP.) IN EACH 3. THREADED RODS TO BE %"DIA. A-36 STEEL IN EXPANSION INSERTS @18"o/c DIRECTION ° ° a PIER REINFORCING ALL AROUND, AS ALTERNATE USE #3 DOWEL EMBEDDED 1? IN HILTI SYSTEM SEE 4 SEE. SCHEDULE HY-150 ADHESIVE OR APPROVED EQUAL. SCHEDULE ° 3" CLR. a a WIDTH STANDARD DOWELS ' HOOK TYPICAL DETAIL EQUIPMENT PAD d2" CLR. TYP. REINFORCED � ,;.° :� • CONCRETE a a a DEPTH a . . PIER @ a a B.O. FOOTING CENTERLINE OF EL. (SEE PLAN) CONC. FOOTING -�^- 3" CLR. SEE PLAN & This drawing is an instrument of professional SCHEDULE LENGTH LENGTH service and shall remain the property of Leslie Gill Architect whether the project for which it is P LANDETAIL prepared is executed or not. No changes, TYPICAL CAL INDIVIDUAL SQUARE additions, or deletions may be made except by FOOTING REINFORCING Leslie Gill Architect. This drawing shall not be reproduced by anyone for other projects, for additions to this project, or for completion of this INDIVIDUAL FOOTING S C H ED I U LE project by others without written consent. MARK FOOTING SIZE BOTTOM REINFORCING ©Copyright 2011 Leslie Gill Architect DOWVELS REMARKS LENGTH X WIDTH DEPTH LONG BARS SHORT BARS F1 SEE PLAN 1'-0" #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 112" O.C. DRAWING F3 3'-0 x 3'-0" 1'-0" 3 — #5 3 — #5 4—#6 BARS TYPICAL DETAILS II LOT 1 HOUSE SCALE AS NOTED DATE 6/30/11 LESLIE GILL ARCHITECT WF COLUMN. SEE PLANS WF COLUMN, SEE MILL BOTTOM OF COLUMN I I OR SCHEDULE FOR SIZE. WT SAME SIZE AS PLANS OR SCHEDULE II BEARING PLATE W/ -Y4' 0 I 1/2" BEARING PLATE. FOR SIZE COLUMN SECTION A325 BOLTS (2 EACH SIDE). 3/4 DIA. A 325 BOLTS I (MINIMUM). (LENGTH AND ISSUE FOR CONSTRUCTION EACH SIDE LENGTH AND WIDTH AS (2 EACH SIDE). I WIDTH AS REQUIRED). REQUIRED, MINIMUM PLATE _THICKNESS TO MATCH FLANGE SOLID FULL DEPTH —� 3x3xY4"x0'-0" LONG I THICKNESS OF BEAM BELOW BLOCKING 11EIMILL BOTTOM OF COLUMN. PROJECT I I I WOOD MEMBER II STIFFENER PLATE EACH SIDE TO MATCH FLANGE THICKNESS OREGON LANDING II RESIDENCE I OF COLUMN ABOVE. WELDS TO li BEAM WEB SHALL HAVE 6213 & 6291 OREGON ROAD II STEEL PLATE WITH WT STIFFENER EACH CUTCHOGUE NEW YORK 11935 3 „ CAPACITY TO CARRY ENTIRE li (4)—/ 0 A325—SC COLUMN LOAD SIDE TO MATCH COLUMN BOLTS (MIN.). MINIMUM WEB ABOVE. . WELDSHALL O A CAPACITY EAM I� ,I it PLATE THICKNESS TO TO CARRY ENTIRE COLUMN PIPE COLUMN I ARCHITECT OR TUBE I I it MATCH FLANGE THICKNESS OF BEAM LOAD. h ABOVE LL— i I TYPICAL DETAIL STIFFENER PLATE LESLIE GILL ARCHITECT I li it 2-5 " a A307 BOLTS, NICK THREADS TO TYPICAL DETAIL FOR BEAM TYPICAL DETAIL STIFFENER PLATE AT BEAM SUPPORTED COLUMN 63 GREENE ST. NEW YORK NY 10012 ;I PREVENT BACK—OFF. CONTINUOUS OVER COLUMN AT BEAM SUPPORTED COLUMN TELEPHONE 212-334-8011 FAX212-334-8046 4' STEEL TUBE I I INFO@LESLIEGILL.COM A 1-5/8" DIA. A307 'THRU—BOLT I I � - EYP y . EYP. I I MEP/FP ENGINEER " I I I I BACKER BAR (EYP.) I I 2" 2' I I PLUS GROUP ENGINEERING PLLC PLAN I I I I 231 WEST 29TH STREET RM 706 NEW YORK NY N G I I I TELEPHONE 212-233-2700 FAX 212-233-2727 TYPICAL STEEL COLUMN BRACN IMULLA@PLUSGROUPCE.COM AT WOOD FRAMED LEVELS I I I II STIFFENER PLATE EACH I I CIVIL ENGINEER SCALE: 1 -1/2"= 1 '-0" SIDE. THICKNESS TO I I I I /4" I 1/411 MATCH COLUMN FLANGE , JEFFREY T. BUTLER P.E. P.C. I I _ BELOW EYP. i i TELEPHONE 6312 EET 08-8850 RIVERHEAD 88850ERHEAD NY 11901 I I LVL/PSL/LSL BEAM JEBUTL@AOL.COM ERECTION BOLTS 3/8" BENT STEEL SADDLE PLATE STEEL PLATE WITH I I Y4 (4)--" 0 A325—SCA %" END PLATE I I BACKER BAR (TYP.) (4Y' WIDE @ 3Y" WIIDE BEAM DETAIL A — A BOLTS (MIN.). MINIMUM PLATE THICKNESS TO 6Y" WIDE ® 5Y4' WIDE BEAMS) STRUCTURAL ENGINEER � _ L. MATCH FLANGE gYEBOLTO BE CARRIED — BY WELDR TO BE CARRIED ROBERT SILMAN ASSOCIATES Y —;� COLUMN ABOVE THICKNESS OF BEAM 88 UNIVERSITY PLACE NEW YORK NY 10003 z I I BASE PLATE TELEPHONE 212-620-7970 FAX 212-620-8257 s z I TYPICAL DETAIL FOR BEAM TYPICAL DETAIL FOR WELDED TYPICAL DETAIL OPPENHEIMER@SILMAN.COM I' I =Cn �D CONTINUOUS OVER COLUMN MOMENT SPLICE OF BEAM OVER BEAM LVL,PSL LSL BEAM CONNECTION TO STEEL POST REVISIONS 1� BOTTOM ELEVATION I I ' 0 5rAL3-: 1i2"= I'—O" OF BASE PLATE r„�j,1 TOP OF FOOTING SEE SCHEDULE 16" TYPICAL STEEL BEAM PIER OR BUTTRESS _ I`I 3/4" DIA. F1554 A36 HEADED BOLT LAYOUT `— 1 Y" GAP (PROVIDE SHIM WHEN NOTE: LEVELING i BOLTS. EMBED 1'-4" BEARING, SHEAR OR PARTITION WALLS PLATES ARE NOT MAX. OR TO WITHIN D ETAI L A — A ARE LOCATED ABOVE BEAM.) PERMITTED. 3" OF BOTTOM OF Y" 1COUNTER—BORED, FOOTING. A307 BOLTS, STAGGERED AND 2—Y2" % A307 THRU BOLTS, SUBFLOOR A PROVIDE 2'-8" ON CENTER NICK THREADS TO PRIVENT A TOP AND BOTTOM WOOD POST— SEE PLAN BACK—OFF. _ FOR SIZE. 2—%" Y A325 SC BOLTS, _ ,.. _,. T.O. JOIST COLUMN "�"�"��-- �=-�""`"`"�`—�-- EACH SIDE. 7x4 x-/8 ANCLES 71 s' STEEL BEAM— SEE PLAN + BASE PLATE Y2� T.O. STEEL BEAM FOR SIZE. j- o _ I i I • I SOF NEW I r A OO ANCHOR BOLT I I pp , 1 Y„TYP. -- -- Zz zr zz I C9 TYPE A A -- — PSL OR ANTHONY POWER TJI/LVL FLOOR JOISTS POST BAS E BEAM BLOCKING P L�,� E SCHEDULE SIMPSON FACE MOUNTED HANGER (IUT ® WOOD FLOOR FINISHES. SIZE M1 U ® STONE/TILE FLOOR FINISHES.) MARK B 0 -T-_ ANCHOR BOLTS TYPE REMARKS TYPICAL AT TYPICAL DETAIL TYPICAL CONNECTION OF WOOD POSTS A 10” 10" 1" (4)-3/4!'(P F1554 A 44 POST -- TYPICAL AT LVL/TJI TO STEEL MEMBER ON STEEL BEAMS B 14" 14" 1" (4)-3/4" F1554 B 8x8 POST SCALE: 1-1/2"= 1'—OSCALE: 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 TYP I GSL, T @POST 3A5E PLAT project by others without written consent. P r 7U5F. POST © Copyright 2011 Leslie Gill Architect DRAWING TYPICAL DETAILS III LOT 1 HOUSE SCALE AS NOTED DATE 6/30/11 Sm202 LESLIE GILL ARCHITECT 1/4" CAP PLAT SHEAR PLATE 1/47 SHEAR MINIMUM. PLATE N MUM. PLYWOOD FINISH FLOOR 1/4" MINIMUM. SEE ARCH. DWG. STEEL BEAM 1/4 CAP PLATE STEEL BEAM _ _ _ . _ . _ _1/2 _ _ _ _ _ _ . . . . .. ISSUE FOR CONSTRUCTION 3/16 L_ I - _T7 L J + l � + i I I + PROJECT 3/16 + i i + ' I i I + OREGON LANDING II RESIDENCE + I + 1/2" I 1 + 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 TOP AND BOTTOM. ARCHITECT TYPICAL DETAIL 1/4 I I 1/4 JOIST P'ARALEL TO INTERIOR STEEL BEAM LESLIE GILL ARCHITECT PIPE/TUBE COLUMN PIPE/TUBE COLUMN 4" 4" 63 GREENE ST. NEW YORK NY 10012 TELEPHONE 212-334-8011 FAX 212-334-8046 NOTE: __ _ _ __ _ _ __ INFO@LESLIEGILL.COM CAPACITY OF CONNECTION TO BE BASED UPON REACTION AS DETERMINED i FROM AISC UNIFORM LOAD TABLE. MEP/FP ENGINEER TYP CAL DETAIL JJ 0 I 0 - J PLUS GROUP ENGINEERING PLLC STEEL BEAM TO STEEL PIPE TUBE 231 WEST 29TH STREET RM 706 NEW YORK NY -- - � -- TELEPHONE 212-233-2700 FAX 212-233-2727 COLUMN CONNECTION -- -- —I— IMULLA@PLUSGROUPCE.COM 1/4!' BENT STE � i OAK BLOCKING SADDLE PLATE I I CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 J/ TELEPHONE 631-208-8850 JEBUTL@AOL.COM STEEL COLUMN I I 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 2WHERE REQUIRED WHERE REQUIRED SHEAR PLATE SHEAR PLATE ~ T g" MIN. w/ NO OF -4 A325-N BOLTS TI�/ IT g" MIN. w/ NO OF A325-N BOLTS CAP 'PLATE - MATCH I I I I AS REQ'D FOR LOADS ® WIND FRAMES I I I I AS REQ'D FOR LOADS ® WIND FRAMES BM FLG THICKNESS (MIN) I I I I (SEE EMH5) I I I I (SEE EMH5) II I II II II STEEL BEAM STEEL BEAM CAP PLATE — MATCH II II 11 BM FLG THICKNESS (MIN) S O F I � IIi1i ��ESsN{o,!C0 0 � 1/4 I 1 \_1/4 1/41/4 BACK UP BAR 8x1 � BACKER BAR (TYP.) I I BACKER BAR (TYP.) M TUBE COLUMN TYP. TUBE COLUMN NOTES: 45 PIA. 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. Is drawing is an instrument of professional AT BOTTOM FLANGE IF BACKING BAR IS USED: REMOVE BACKING BAR service and shall remain the property of Leslie AND RUN-OFF TABS AND REPAIR USING CONTINUOUS FILLET WELDS. 5. CONNECTION TO BE DESIGNED FOR THE GREATEST POSSIBLE MOMENT CAPACITY Gill Architect whether the project for which it is OF EITHER THE BEAM OR COLUMN WHEN VALUES ARE NOT PROVIDED BY ENGINEER. 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 Leslie Gill Architect. This drawing shall not be INFORMATION ON CONNECTION DESIGN reproduced by anyone for other projects, for additions to this project, or for completion of this TYPICAL DETAIL project by others without written consent. MOMENT CONNECTION Q TUBE COLUMN © Copyright 2011 Leslie Gill Architect DRAWING TYPICAL DETAILS IV LOT 1 HOUSE SCALE AS NOTED DATE 6130/11 Sm203 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION /''� �+ THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING J V I S 7 '- T/\ ILS TRIS SHEATHING THICKNESS EXCEEDS 7f°, 2� STUD WALL AT JLHEN SHEATHING THICKNESS EXCEEDS 3f, 1 , /'1 TRIM SHEATHING TONGUE AT RIM BOARD 16. ON-CENTER INt�t SHEATHING TONGUE AT Poli BOARD LOAD BEARING OR SHEAR WALL ABOVE ALLOWABLE HOLES - TJI® JOISTS PLATE NAIL- 16D (0.135 X 3)4')AT 16' PLATE NAIL- 16D(0.135' X (MUST STACK OVER WALL BELOW) INTERMEDIATE BEARING ON-CENTER* 3e")AT 12' ON-CENTER NO LOAD BEARING WALL ABOVE NO FIELD WIN.DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B MAY BE CUT A� PROJECT PLATE NAIL FLOOR PANEL NAIL- BD 0.131- X 2Xt' AT LOAD FROM CLU HOLES LARGER THAN lkF IN PLATE NAIL ( ) WEB AR CANTILUT EVER LES SIDE HE ANYWHERE I HED ZONE 6. ON-CENTER- FLOOR PANEL NAL- +UA PANEL REQUIRED�EACH SIDE �� ZONESIN CNED OF OREGON LANDING I I RESIDENCE BD(0.131' X 216')AT BLOCKING PANELS MAY BLOCKING PANEL r ON-CENTER AT 83W BE REQUIRED WITH 2X4 MINIMUM SQUASH DD NOT 6213 & 6291 OREGON ROAD SHEAR WALLS ABOVE ,° BLOCKS OR BELOW(SEE DETAIL O Q O d CUT OR NOTCH FLANGE. 1 Y4 TIMB RSTRANDr' 15L OR ]16" d •• r� ILEVEI. I 'RIM BOARD.• i vim+' nMEN� •LSL oR +' B1) CUTCHOGUE NEd' L, 2 x°, 0, CLOSELY GR UPED ROUND L WNINUI °' WYORK 11935 TOE NAIL 1Y MINIMUM HOLES ARE PERMITTED IF 1TOE NAIL TOE NNL - 10D(0.128' X 3')AT 8' MIN. TOE NNL- 10D(0.126• X 3')AT d Bye' (AI4IJES TO ALL HOLES THE GROUP PERIMETER ExcePT KNOCKOUTS) MEETS REQUIREMENTS FOR ON-CENTER• ON-CENTER ROUND OR SQUARE BOWNDARY NAILING- WEB STIFFENERS HOLES. TJI' RIM JOIST ATBID 0.131' X 2)f) REIRED EACH SIDE 2x4 MINIMUM TABLE A - END SUPPORT 00 NOT AT ON-CENTER+ INSTALL PROPER BLOCKING TO SUPPORT ALL AT BiW AND 82W SQUASH BLOCKS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT CLT HOLES IN CANTILEVER +CONVENTIONAL CONSTRUCTION CODE PANEL EDGES REINFORCEMENT. MUST HAVE 1- MINIMUM JOIST MINIMUM FOR USE WITH A3 ONLY. SEE CA1ATTACH BLOCKING PER A3 DETAIL O BEARING AT ENDS. ATTACH RIM A3 A3.1 A3.2 A3.3 ILEVEL FRAMER'S POCKET GUIDE FOR A3.41 rSEE (LEVEL FRAMER'S POCKET GUIDE FOR JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ARCHITECT 62 62W OO O TRANSFERLOAD AROUND JOIST b- 7 JOIST PER A3 DETAIL A3.1 - A3.3 INSTALLATION SPECIFICATIONS. B3 B3W tto I'-d 1'-d z-d z-d s-d ,-d ,-d 2'-Ir 3-d 4-d ADDITIONAL INSTALLATION SPECIFICATIONS. CS r 3' 4 5 Of Y � tr tr 7 r 4' S 210 ''-d t•_d 2_d ,•_d a'-o' ,'-d 2'-CP 2_d 4_d 5_d LESLIE GILL ARCHITECT 230 1-Or 2-d 2•-d 3•-d 5•-d I 1•-d 2'-0" ,,-Cr 4'-d 5'-0r 1Y4 TIMBERSTRANDF LSL OR ILEVEr IV 360 1'-d 2'-d 3'-d 4-d 6'-d' 1'-d 2'-d 3•-d 5-d 5•-d 63 GREENS ST. NEW YORK NY 10012 8" DIAMETER MAXIMUM HOLE FOR Ir DWAEXER MAXIMUM HOLE FOR 11W - 15 RIM BOARD.NAIL TO BLOCKING WiTH 110 ,•-d 1'-d 1'-d t'-d 2•-d 2•-d s•-d 1•-d ,'-d 1'-d 2'-d 4'-d 4•-d a'-d WEB STIFFENERS ,1:f' - 16' DEEP BLOCKING PANELS; 4'-d LENGTH 5 DIAMETER MAXIMUM HOLE FOR 6'-0• LENGTH OF TJI•JOIST DEEP BLOCKING.PANELS; G DIAMETER MAXIMUM CONNECTIONS EQUIVALENT NNL THROUGH 2X-CANTILEVER,WOOD BACKER AND z1D '-d ''-d ''-d 1•-d r-d 3'-d a'-er -CrI• V-d z•-d s•-d s•-d 5'-d 6'-d REQUIRED IVT' 6' DUJAEW MAXIMUM FOR BLOCKING O' REINFORCEMENT 11th• _ 16" DEEP BLOCKING PANELS; REINFORCEMENT AND FILLER FOR BLo1cKING PANELS sJf DEEP OR SHORTER TO FLOOR PANEL SCHEDULE. 1tK 230 1•-d V-d V-d 2•-d 3•-0' 3'-d a'-d 1'-0' 1'-d 2'-d 3•-d 5'-d w-d 7•-0' TELEPHONE 212-334-8011 FAX 212-334-8046 SIDES AT En'1 PANELS 9>4' DEEP OR SHORTER THAN ON ONE SIDE AT E2, 5 DIAMETER MAXIMUM FOR BLOCKING BLOCK. USE 4'-d LENGTH WITH THAN 127 LONG. 1 Ys TIMBERSIRAND�' LSL OR • BLOCKING TJI 'R1015T WEB WITH 2 ROWS 100 17 LONG. BOTH SIDES AT E3 PANELS W DEEP OR SHORTER THAN B1f AND 113foril JOISTS. DO NOT ICLT FLANGES ILEVEL Illi"RIM BOARD. ONE 8DATTACH REINFORCEMENT.31- )TNA JOIST PANEL (0.14e X 3')NAILS AT 6• 360 t•-d 1'-d 1•-d 2'-d 4•-d 5'-d 7'-d t'-d t•-d 2'-d 4•-d e•-d a•-d 7'-Ir INFO@LESLIEGILL.COM ON-CENTER,CLINCHED. USE sso 1.- T_,,'-d 1•-d 3'-d 5'-d 5•-d a'-d ,•_ d 2•-d 3'-d 5'-d T-d T-d a, If tf LONG. CORNER { )NAILS WITH 110 1•-d 1'-d I•-d 1•-d 1'-d 1•-d 2•-d 5•-d 1•-d 1'-d 1'-d 11-d 3•-d 4-d a-d a-d DO NOT CUT FLANGES. ATTACH REINFORCEMENT TO TJI+ JOIST 210 t'-d 1' Gr 1•-Cr 1•-Cr 1'-d 1'-d 3'-d 6-Cr t'-d 1-d 1-d 2•-d 4-d 4•-d 8'-d 8--or DO NOT CUr FLANGES. 160 0.135 X FTAN y JOIST WITH ONE 6D(0.131' X HORIZONTAL BLOCKING PANELS i0GE WIDTHS. 14" 230 t'-d ,'-d t'-d t•-d 1'-d 2'-d 3•-d 6•-d t•-d 1'-d 1'-d 2'-d 4'-U' 5•-d 7-d B-d 1 Y' TIMBERSTRAND�' L51.OR + 21f)NAIL AT EACH CORNER BETWEEN EACH JOIST.NAIL TO t Y• TIMBERSTRANDT LSL.OR �' (LEVEL I)L'RIM BOARD. TOP PLATE WITH CONNECTIONS 3a0 ,'-d t'-d 1'-d t'-d 2'-d 3'-d 5'-d B'-d 1•-d V-d 1•-d 2•-d 5'-d 8'_8' 9•-d s-d �\ (LEVEL I)b'RIM BOARD, EQUIVALENT SCHEDULE. TO FLOOR PANEL 560 ,•-d ,'-d ,'-d r-d 2'-d 3'-d 6'-d 9'-d 1•-d 1'_d t'_d 3•_d d-d 7•-d 9'_d D•-d MEP/FP ENGINEER 17 LENGTH OF�" zto ,'-d ,'-d t•-d ,•-d ,•-d 1'-d t'-d 3'-d 6'-d 1'-d 1'-d t'-d 1•-d r-d 3-d a'-d e'-d o-d •� ,,.,� REINFORCEMENT ON ATTACH REINFORCEMENT TO JOIST WEB WITH ONE SIDE AT E5, F1 APPLIES TO 1g' 230 t'-d 1'-d 1'-d 1'-d 1'-d 1'-d 2'-d 4•-d a'-d 1'_d ,,_0• ,._d ,,_O• 3,_0• ,,_g• 7'-d 9' 380 1'_d ,,_d ,,_p• ,,_0• ,•_Or ,,_d ,,_O• g._d 9._d ,,_d 1,_D• ,•_d 1._d 4•-d 6•-d 9'_d o'_d ,._d PLUS GROUP ENGINEERING PLL C BOTH SIDES AT E6 tf LENGTH OF 560 t•-d ,'-d t•-d 1•-d t•-d t•-d 3'-d e•-d °•-d 7'-d 1•-d 11--(r 1•-d s-d 6•-d o'-d t•-o' 2•-d 3 ROVlS 100(0.148 X 3)NAILS AT 6' UNIFORMLY TTACH REINFORCEMENT ON-CENTER,CLINCHED.USE 2 ROWS WDH 9Yi' FULL DEPTH VERTICAL REINFORCEMENT ON LOADED JOISTS TO JOIST WITH 8D (0.131' X Zr) AND 1W TJI*JOSS BLOCKING BETWEEN ONE SIDE AT E7, ONLY, 4• 5• d 7 d tV 1f 7S 17• 4' S 5 7' d td 1Y 75 t7 EACH JOIST 231 WEST 29TH STREET RM 706 NEW YORK NY y}� NAILS R 5 ON-CENTER.WHEN WOOD BACKER ,i1 t5 360 t•-d 1'-d t•-d t'-d t'-d 2'-d 5'-d D•-d ,'-d ,'-d 1'-d 3•-d 5'-d 0'-d t'-d 15, 1 A• TIMBERSTRANDt' L5L OR '� a REINFORCING BOTH SIDES,STAGGER a BOTH SIDES AT E8 ,� ILEVTYPIEL Ilb'RIMBOARD. CLOSURE, FACE GRAIN ry'� NAILS. �'�'� LESS THAN 5' is,ONV 560 t'-d t'-d ''-d ''-d 1'-d t'-d 5'-d t'-d t•-d t'-d 1'-d 4•-d 6'-d 1•-d 2'-d 4'-d TELEPHONE 212-233-2700 FAX 212-233-2727 HORIZONTAL LESS THAN 5 S\SES G vO ' 40• 380 ,'-d ,•-d ,•-d ,•-d ,•-d t'-d 17 d. 7'-d 0'-d ,'-d ,'-d ,'-d ,'-d 2'-d a•-o• ,•-d ,•-d 5'-d I M U L LA @ P L U S G R O U P C E.C O M \fp(i� -d 1'-d t'-d ,'-d 1'-d t'-d 7-d t-d 1'-d 1'-d 1•-d V-d 4'-d 9•-d 12'-6. E 1 I E 1� E2 E3 E4 NOT FOR USE WITH 3112'TJI®JOIIST FLANGE WIDTHS E5 E6 �JN \\\ E7 ES F1 � TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT CIVIL ENGINEER JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT DEPTH Y 3. 5 I IDT Y N4 Ir is f 3' 4' S 6)4' 7' 636 1r Ir OPTION i1: WEB STIFFENER ATTACHMENT „D ,•_d 2'_d 3•_d ,•_d 7•_6' ,•_d 2•_d 3•_6' S,_d g._d JEFFREY T. BUTLER P,E. P.C. STRUCTURAL EXTERIOR TJI*JOIST BLOCKING v END SFALE[L 8LHEATHING APPLY SUBFLOOR ADHESIVE TO ALL BLOCKS INSTALLED AT JOIST-SPAN 9)� zt o r-d 2'-d 3-d 4'-d 7'-d z-d 3-d 4'-d a-d r-d 100(0.12 z s)rw s�H�N coNTACT suRFACEs LOCATIONS USING �y MINIMUM 23° z'-d 3-d 4-d 5-d a-d 2'-d 3'-d 4'_d 206 LINCOLN STREET RIVERHEAD NY 11901 HANGER HEIGHT MUST BE A MINIMUM CLINCHED. USE TEN 160 (0.135' FLASHING BD(0.1IS X OR 2�'4' MAXIMUM 380 3'-d 4'-d a•-d a•-d s•-d 3'-0 4•-d 5'-d 7'-d a'-d OF 6Oa OF JOIST DEPTH X 2") BOX NAILS FROM EACH FLUSH BEARING PLATE REQUIRED. NAILS 1 .}� 110 1•-d 1'-d 1•-d 2•-d 4•-d 4•-d d-d ,•-d 1•-d r-d 4•-d a•-d 7•-d s'-d TELEPHONE 631-208-8850 SIO WITH 3J4 TJr JOIST MAXIMUM 7i• oBEAM. SCREWS, (U�Z' FOR '► 18f 230 ;•-Od' 2=r 2•-c 3'-6d• 5'-Od' S'-c g-6d' JEBUTL@AOL.COM FLANGE WIDTHS. USE FIFTEEN BACKER BLOCK:INSTALL TIGHT PERMITTED AT BEAM. TREATED 2X_LEDGER THREE BD(0.113' % ) NAILS, 1'-d 2'-d 3' • TJI 560 CLINCHED.THREE 160 .135 x 3y,') 380 r-d 3'-d NNIS WITH TJM JOIST DEPTHS TO TOP FLANGE(TIGHT TO JOIST) NAILS AT 3J4• TJM JOIST FLANGE 580 1'-d 3•-d 4•-d 5•-d e•-d B'-d 2'-d 3'-d 4'-d s'-d e•-d o'-d ,'-d 2'-d GREATER THAN 16". BOTTOM FLANGE WITH FACE WIDTHS. 110 V-d V_Cr 1•-d ,•-d 2•-d z•-d 4•-d a'-d 1•-d 1'-d 1•-d 2'-d 5'-d a•-d s•-d z-d .�� MOUNT HANGERS).ATTACH WITH •'•I SEE FASTENER TEN 100 (0.128 X 3) NAILS, 1 TIMBERSTRAND CLINCHED WHEN POSSIBLE. �',.� TABLE BELOW.(MINIMUM) LSL4'OR(LEVEL• 176' 1"= WEB STIFFENER EACH SIDE. SEE 210 V 1'-d t•-d 1'-d 2'-d 3'-d 5'-d 9'-d 1•-d 1'-d 2'-d 3'-d e'-d 7•-d 0-d 2-d Y DISTANCE(MINIMUM) FROM RIM BOARD. SIZES BELOW. 14' 230 V-d 1'-d 1•-d 2•-Or s-d 3'-d 5•-d 01-d 1'-d V-d 2'-d V-d a•-d 7'-d 0' 6' 3•-d EDGE OF LEDGER TO FASTENER. 2 PPING INSTALLED AT JS 360 t•-cr t'-d 2'-d 3'-d s•-d s'-d a'-d z•-d t•-d 2•-d 4'-d 5'-d s'-d o•-d 2'-d 4'-d JOIST-SPAN LOCATIONS USING TWO 214' TIGHT FIT 56D 1'-d 1'-d ,'-d 3'-d s•-d 6'-d g•-d 3•-d t•-d 3•-d s•-d 7•-d o'-d t•-d 3'-d 5•-d STRUCTURAL ENGINEER IOP InN;�C II:+i;GER SCREWS PER JOIST,TYPICAL 210 t'-d 7'-d t•-d V-d t•_d 1•-d 3'-d 5•-d 9•-d t•-d t•-d t'-d 2•-d 4•-d 5•-d 9'-d 2•-d 5-d BACKER BLOCK ALLOWABLE LOAD FACTORED RESISTANCE LBS 230 V-d 1'-d 1'-d 1'-d 1•-d 2'-d 4•-d 6'-d 0'-d 1•-d 1• 5'-d W-d 0'-d 3'-d 6'-d ROBERT SILMAN ASSOCIATES FACE MOUNT HANGER BOTH SIDES J WEB WITH FASTENER 1y' TIMBERSTRAAD ILEVEL+1}� RIM BOARDOPTION 13, 15 3aD 1•-d 1•-d 1•-d ,'-d s•-d 4•-d s•-d o•-d 3'-d t•-d' 1•-d z•-d 4•-d 7'-d e•-d 3'-d 4'-d 7•_d SINGLE TJI Jolsr LSL RIM BOARD ` W WEB STIFFENER SIZE W WEB STIFFENER SIZE LAC BOLT 400/630 NA/N A. DIRECTLY APPLIED CEILING 560 1-d s-d 1-d 1-d 3'-d s-d s-d 0-d 4-d a-d a-d WEB STIFFENERS REQUIRED IF LAG BOLT 475 750 Opp 575 11i'; %23fi MINIMUM , a 5 5 Y d tv if t5 Ir 4 S 6 7 d td 1f t5 17 88 UNIVERSITY PLACE NEW YORK NY 10003 SIDES OF HANGER DO NOT WiTH TOP FLANGE HANGERS, BACKER BLOCK 24(11 3C X 29(a MINIMUM 16' 380 1•_d ,._0- ,,_0• ,•_d 3'-d a'-d s•-d s'-d ,•-d t•-d 4'-d 6•-d 9' H 1 LATERALLY SUPPORT AT LEAST H2 REQUIRED ONLY FOR DOWNWARD LOADS H3 0 (1)THIS FACTORED RESISTANCE 5 WITH A)f GAP B EN THE RIM BOARD AND DECK LEDGER PB1 WHEN SPECIFIED ON THE LAYOUT, ONE OF TELEPHONE 212-620-7970 FAX 212-620-8257 LA LAI 21(x " %2St1 MINIMUM yf 2x4 560 1'-d 1'-d 1'-d t•-d 2'-d 8'-d 0'-d 6•-d 1'-0' 3'-d 6'-d 6'-d ,•-d 6'_g- g,_p• p,_D• ' OF TJfr JOIST TOP FLANGE EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS. . pcRRDS�NloNp RESISTANTRFASTEN IN REQUIRED FOR�WEr-SERVICE AC 124. THE OP110NS IS REQUIRED O 2d 36o ,'-d 1'-D• 1'-d 1`d 1'-d 3'-d a'-d 1'-d s'-d 1'-0- ,'-d ,'-d 4•-d 7'-d 2'-d 6•-d g'-d ,•-d OPPENHEI �+ APPLICATIONS. 580 ,•-d ,'-°' ,•-d t'-d ,•-d ,•-d 5'-d 2•-d a'-d ,•-d t'-d 3'-d e'-d B'-d ,•-d 17'-e'9'-d D'-d MER@JILMAN.COM RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. FASTENING OF FLOOR PANELS HOLES IMAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE 76' OF WEB (MINIMUM)AT TOP AND BOTTOM OF HOLE. B LA N/I and COLUMN DETAILS GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12' ON-CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. REVISIONS NAIL SIZE TJI+1 RIM BOARD iV TJI• JOISTS 110 210 230 OR 360 560 FOR SIMPLE SPAN(5' MINIMUM), UNIFORMLY LOADED J0675 USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE 110,210, 360 AND TIMBERSTRAND•LSL PARALLMI• LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. AND 230 560 9Vt OR 9Ve' OR 14 OR 9We' OR 74' OR 18' OR • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT (LEVEL SPEC IFIER'S GUIDES. FOR OTHER LOAD LEVEL• TIMBERSTRAND+LSL OR WIDER CROLLAM L PSL DEPTH , ,4• 7 t „� 14" OR 18' OR 11R' 116' 1B' 11.4' 16' 2O' 16' 2d BEARING FOR DOOR BEAM TO BEAM BEARING AT atd (O.t31' z 21f) 4' 3' d 4 T S 3' FILLER BLOCK(1) CONDITIONS OR HOLE CONFIGURATIONS USE ILEVELO TJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. BEARING SE WALL OR WINDOW HEADER CONNECTION CONCRETE WALL lad (D.148'x 3S), 12d (0.141'.4C) 4 4' d 4' 4 Ir 4 (DETAIL H2) 2X6 2%8 seEATHIWG SHEATHING SHEATHINNGG SHEATHING SHE2ATHING TWO 2X6TWO zxe 12 tY' TIMBERSTRAND+ ESE OR ILEVEIf 119' RIM BOARD OR STRAP PER CODE IF TDP PLATE 16d (0.16fx W) 6' 6' 16• 6'd 6'y ar 6' CANTILEVER 2X6 2X10 2X6+V 2X10+4i' 2X6+)f 2X10+7f FILLER 4'-d W-O' SHEATHING SHEATHING SHEATHING SHEATHING NOT BLOCKING FOR TERAL IS NOT CONTINUOUS OVER (1)ONE ROW OF FASTENERS PERMITTED(TWO AT ABUTTING PANEL EDGES)FOR DIAPHRAGMS.STAGGER NAILS WHEN USING 4- ON-CENTER SPACING AND (DETAIL E4) LONG LONG 4'-d LONG 6'-d LONG V-0` LONG 6'-d LONG '��LE APPLICABLE ALLOWABLE HOLES - HEADERS AND BEAMS SUPPORT HEADER ST MAINTAIN S JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE RDWS ARE OFFSET AT LEAST (2)CAN &D TO 4 ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN1V (TO AVOID SPLITTING). (D�N�F, 36 OR W Y47 OR 1' NEf 2X6 2X8 2X12 1.55E TI MBERSTRANDO LSL HEADERS AND BEAMS •RECOMMENDED NAILING IS 17 ON-CENTER IN FIELD AND C ON-CENTER ALONG PANEL EDGE •14 GA STAPLES MAY BE SUBSTITUTED FOR BD 2 X DIAMETER OF THE IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN GAP AT TOP OF ARO • LARGEST HOLE(MINIMUM) FASBENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113' X 2Y.) NAILS IF MINIMUM PENETRATION OF t' JOIST;SEE DETAIL W. FILLER AND BACKER BLOCK LENGTHS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING(1f )J IDEPTH •„ INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. MINIMUM FOR BACKER BLOCKS AND 24 MINIMUM FOR FlLLER BLOCKS). ALLOWED HOLE ZONE ILEVFEL RECOMMENDS U TOP FWJCE HANGER • SING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS •MAXIMUM SPACING OF NAILS IS 18' ON-CENTER FOR PROTECT UNTREATED WOOD BETWEEN PANELS AND FLOOR FRAMING. Tilo JOISTS. -- O------ -- O---^---- -- r V JOISTS MUST BE LATERALLY SUPPORTED AT L- FACE MOUNT HANGER DIRECT CONTACT�CONCRETE •NAILIING ROWS MUST BE OFFSET AT LEAST)� AND STAGGERED. _ _-- c • ----------- COLUMN CANTILEVER AND END BEARINGS BY BLOCKING • o e PANELS,HANGERS,OR DIRECT ATTACHMENT TO A L1 L2 L3 SEE CURRENT ILEVEL ®LITERATUREL4 RIM BOARD OR RIM JOIST. HEADER OR BEAM MAXIMUM ROUND FOR FRAMING CONNECTORS DEPTH HOLE SIZE SAFETY BRACING(1X4 �._ . SILENT FLOOR JOIST FRAMING DOES MINIMUM)AT 8'ON-CENTER(8' 3' NOT REQUIRE BRIDGING OR MID-SPAN ON-CENTER FOR Til 110 JOISTS) �,r11 -11 7 376 MULTIPLE MEMBER CONNECTIONS AND --T4;'--1 d' 4 BLOCKING EXTENDED TO A BRACED END WALL SEE ILLUSTRATION FOR ALLOWED HOLE ZONE FASTEN AT EACH JOIST WITH GENERAL NOTES FOR TOP-LOADED BEAMS 1 E1 TWO D(0.113' X 2)f) NAILS MINIMUM 1Y;- WIDE PIECES: (SEE WARNING). ALLOWEDHOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH•MINIMUM OF 3 ROWS IDD(0.125 %3')NAILS AT 11' UNIFORM AND/OR CONCENTRATED LOADS. O.C. • ROUND HOLES ONLY • NO HOLIES IN HEADERS OR BEAMS IN PLANK ORIENTATION. O F N E WY ' •MINIMUM OF 4 ROWS IOD(0.128' X 3•) NAILS AT If O.C. DO NOT BEVEL CUT r 1• 7 FOR 14' AND DEEPER BEAMS ELEVATED COLUMN JOIST H2 •IF USING 12D-16D(0.146"-0.167 DIAMETER) BEAM ON COLUMN COLUMN BASE BASE BEYOND INSIDE FACE Al OTHER (LEVEL ®TRUS JOIST HEADERS AND BEAMS •`Q'� ''�- �' BE".�F II`JG AT RAILS,THE NUMBER OF NAILING ROWS MAY BE CAP OF WALL. E2 RIMiwEE�N BOARD REDUCED BY ONE. DO NOT OVERHANG SEAT B COLUMN MICROLLAMe +Lvl � 1.3E TIMBERSTRANDO AND PARALLAM •PSL Z" INSIDE FACE OF SUPPORT LARGEST HOLE(MINIMUM) )S DEPTH ST- WIDE PIECES: O CUTS ON BEAMS BEYOND THE ISL HOLE ZONE HOLE ZONE %,. A3 2 X DIAMETER OF THE •MINIMUM OF 2 ROWS)f BOLTS {}� 111111212121 MEMBER. AT 24' O.C. STAGGERED +•Ld r. DO NOT CUT, NOTCH OR DRILL Ii (1)LOAD MUST BE APPLIED EVENLY ACROSS ENTRE �'-�:'!w. r,.,: •, •':,•,r: +.Z„ •'•" ---- --- EXCEPT AS INDICATED IN + w•• HOLES IN HEADERS OR BEAMS BEAM WIDTH.OTHERWISE,USE CONNECTIONS FOR •d�:�;:«', '•''. s?ii.,,«�, * h d --J ( . I, BIDE-LOADED BEAUS. �a; •: ::�'`+:N o L...-_ • o ILLUSTRATIONS AND TABLES. 'JL RFY COLUMN CAPACITY OPTIONAL TJI®rim joist 114 TIMB RSiRANDD 0 0 0 ` AND BEAM BEARING ADDITIONAL NAILING OR BOLTING MAY BE NON-SHRINK CS L5 ILNGTH. SEE CURRENT L6 REQUIRED WiTH SIDE-.QAI2ED MULTIPLE-MEMBER P1 P2 p3 GROUT ,42 L9 (LEVEL+t RIM BOARD.DR MICROLLLL •LVL AND O LOWED H EPSL HEADER OR BEAM MAXIMUM ROUND O O ALLOWED HOLE ZONE DEPTH HOLE SIZE IIEVEC LITERATURE. O BEAdS, PRODUCT LITERATURE REFER TO CURRENT MIDDLE 15 SPAN yK" ,. BATT 81 L1 d 1.3E TIMBERSTRAND +LSL A OWED HOLE ZONE d 7Y"-20' 2 SEE ILLUSTRATION FOR ALLOWED HOLE ZONE TJI® JOIST NAILING REQUIREMENTS AT BEARING H1 B2 GENERAL NOTES TJI* JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI+ JOIST L5 B3 . ALLOWED)HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. LOAD BEARING WALL ABOVE) • ROUND FHOLES ONLY tY TIMBERSTRAND+ESE OR ILEVEL* NO NOISES IN CANTILEVERS. 1K' RIM BOARD. ONE 10D (0.128'X 3') NAIL INTO EACH FLANGE OP . NO HOLEES IN HEADERS OR BEAMS IN PLANK ORIENTATION. B4 USE 81 OR 82 AT ONE BD (0.115, %2)4') NTERMEDIATE BEARINGS WIT NAIL EACH SIDE. DRIVE WARNING NAILS AT AN ANGLE AT LOAD BEARING FROM ABO SEAR LEAST 114' FROM END. END OF INSTALLATION TIPS AT CENTERLNE OF SUPPORT JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY 1�' MINIMUM BEARING AT END ALSO SEE DETAIL 82 SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, ��. ------� BRACED END WALL- SUPPORT; 31f MINIMUM AT BUT MAY NOT BE REQUIRED. SEE NOTE 3 UNDER BRACING INCLUDES: INTERMEDIATE SUPPORT SQUASH BLOCKS AND BLOCKING PANELS CARRY SOCKED WARNING •BLOCKING •SHEATHING •STRUT LINES SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO LOADS H1 •HANGERS •RIM BOARD •RIM JOIST FLOOR PANEL NAILING SCHEDULE WEB OF A UP JO TAI(WITHLS IWEB STIFAND FENERS)IS NOT APACKING OUT E SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS. RIM TO Tile JOIST • 3)4' WIDE TJI®RIM JOIST: WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING f lY'TIMBERSTRAND+ TSL OR ILLVEC TOE NAIL WITH 100 PARALLEL LL FOR SPACE JOISTS APART THE WIDTH • This drawing is an instrument of professional OF THE WALL FOR PLUMBING OR F,VAC. 17P RIM BOARD OR 1�' WIDE Til (0.128' X3')NNIS,ONE I J / p service and shall remain the property of Leslie RIM JOIST: ONE 10D(0.128' X 3r) EACH SIDE OF TJI+JOIST ADDITIONAL JOIST AT PLUMBING DROP SEE DETAIL L4 NAIL INTO EACH FLANGE FLANGE 3JL WIDE TJM ( ) O � •�• ••r! EXTERIOR DECK DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS THAT ARE DO NOT STACK BUILDING MATERIALS FLOOR JOIST ` ' ' '- t••. - b ATTACHMENT UNTIL BRACED. LYING FLAT. ON UNSHEATHED JOISTS. STACK ONLY Gill Architect whether the project for which it is 2 X -2 4fs WIDE+TJI RIM 4: ,Y • �l•• - LA JOIST:ONE 180(0.135 X W) •'i: ,'• STRUCTURAL OVER BEANS OR WALLS. N NAIL INTO EACH FLANGE 31{ WIDE TJI+ INJURY MAY RESULT. SHEATHING prepared is executed or not. No changes, RIM JOIST 1A' MINIMUM BEARING DO NOT USE SAWN LUMBER TOP VIEW FOR RIM AS ID additions or deletions may WARNING NOTES: 1 y be made except by BLOCLOCATE RIM BOARD JOINT BETWEEN JOISTS. T MAY SHRINK AFTER LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN SERIOUS Leslie Gill Architect. This drawing shall not be BEAM ATTACHMENT AT BEARING PROTECT UNTREATED WOOD INSTALLATION. USE ONLY ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: FROM DIRECT CONTACT WITH ENGINEERED LUMBER' reproduced by anyone for other projects, for SHIFTED JOIST ADDITIONAL CONCRETE H3 SEE ALLOWABLE HOLES 1.ALL BLOCKINQG, HANGERS, RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJI®JOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. PLUMBING DROP JOIST 1)f KNOCKOUTS AT 1Y'TIMSERSTRAND+ ISL OR APPROXIMATELY 17 2. ESTABLISH AI PERMANENT DECK(SHEATHING), FASTENED TO THE FIRST 4 FEET OF JOlsrs AT THE END OF THE BAY OR BRACED END WALL additions to thisp r0J ect, or for completion of this ILEVEL'* 1)6• RIM BOARD. ON-CENTER 3. SAFETY BRACCING OF 1X4(MINIMUM)MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA AND TO EACH JOIST. 4. SHEATHING MAUST BE COMPLETELY ATTACHED TO EACH TJI+ JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. project by Others without written consent. 5. ENDS OF CANNTILEVERS REQUIRE SAFETY BRACING ON BOTH THE TOP AND BOTTOM FLANGES ® TRY: JOIST S.THE FLANGESS MUST REMAIN STRAIGHT WITHIN 1/2' FROM TRUE NJGNMENT. DRIVE NAILS AT AN SEE FRAMING PLAN (IF APPLICABLE)OR FLUSH WITH INSIDE FACE �' / ANGLE TO MINIMIZE (LEVEL TSi lent Floor © Copyright 2011 Leslie Gill Architect 1) ® trademarks o c T11.25;ONE JIM (0.128' X 3)ML SPLITTING OF PLATE MINIMUM ENDND AND POCKET GUIDE FOR OF WALL OR BEAM D INTERMEDIATE A Weyerhaeuser,il-evele,Microllam®,Parallam®,Silent Floor®,Timber-Strands,TJI®,and Trus Joist®are registered EACH SIDE OF MEMBER AT BEARING, BEARING LENGTHS, f Weyerhaeuser NR.O 2009 Weyerhaeuser NR Company. AJI rights reserved. Printed in the USA. f 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 1 HOUSE SCALE AS NOTED DATE 6/30/11 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT o 2x6 6" 6213 & 6291 OREGON ROAD 8" @ 2/S.-.300 UTCHOGUE, NEW YORK 11935 4" d —.r a ARCHITECT d a LESLIE GILL ARCHITECT 63 GREENE ST. NEW YORK NY 10012 a TELEPHONE 212-334-8011 FAX 212-334-8046 d INFO@LESLIEGILL.COM • MEP/FP ENGINEER d -- — PLUS GROUP ENGINEERING PLL 231 WEST 29TH STREET RM 706 NEW YORK N TELEPHONE 212-233-2700 FAX 212-233-2727 IMULLA@PLUSGROUPCE.COM O° d 41 � cl d � - d CIVIL ENGINEER JEFFREY T. BUTLER P.E. P.C. 206 LINCOLN STREET RIVERHEAD NY 11901 TELEPHONE 631-208-8850 JEBUTL@AOL.COM 1 STRUCTURAL ENGINEER SECTION SCALE: 3/4"=1'-0" S-300 ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 TELEPHONE 212-620-7970 FAX 212-620-8257 OPPENHEIMER@SILMAN.COM REVISIONS I i NEW O CO r_ i X LU Esse'" 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 project by others without written consent. ©Copyright 2011 Leslie Gill Architect DRAWING SECTIONS LOT 1 HOUSE SCALE AS NOTED DATE 6130111 SM� 00 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PLUMBING LEGEND GENERAL NOTES SYMBOLS ABBREVIATIONS 1, VERIFY THE LOCATIONS AND SIZES OF EXISTING PIPING IN THE FIELD AND IF ANY PROJECT DISCREPANCIES OCCUR WITH CONTRACT DRAWINGS, NOTIFY PLUMBING ENGINEER SYMBOL DESCRIPTION SYMBOL DESCRIPTION PRIOR TO COMMENCEMENT OF WORK. OREGON LANDING II RESIDENCE 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 4, REMOV(E RUBBISH FROM PREMISES AND SITE AT THE END OF EACH WORK DAY ------------------ VENT PIPING BFP BACKFLOW PREVENTER AND AS DIRECTED. LESLIE GILL ARCHITECT 5. STORE' MATERIALS IN DESIGNATED SPACES. 63 GREENE ST. NEW YORK NY 10012 ST STORM WATER PIPING BLDG BUILDING 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 PLLUMBING CONTRACTOR SHALL PAY ALL FEES, GIVE NOTICE, FILE NECESSARY INFO@LESLIEGILL.COM 7. DRAWIMIGS 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 COE E)XISTING SYSTEMS NEW WORK.HALL BE LEFT IN PERFECT WORKING ORDER UPON PLUS GROUP ENGINEERING PLLC — — --••—•••— HOT WATER RETURN PIPING COWP CLEANOUT WALL PLATE 9. LOCATIIONS AND SIZES OF EXISTING PIPING ARE APPROXIMATE. 231 WEST 29TH STREET RM 706 NEW YORK NN TELEPHONE 212-233-2700 FAX 212-233-2727 10. NEW WORK AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND MADE READY IMULLA@PLUSGROUPCE.COM TP TRAP PRIMING PIPING CW DOMESTIC COLD WATER PIPING FOR USE. 11. BEFORI'E SUBMITTING A PROPOSAL, BIDDERS SHALL VISIT AND EXAMINE CAREFULLY CIVIL ENGINEER G GAS PIPING DIA DIAMETER 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 WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH ,AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE 206 LINCOLN STREET RIVERHEAD NY 11901 _ RECOGINIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE TELEPHONE 631-208-8850 = SHUT—OFF VALVE DN DOWN OF DIF`FIMATIONTIES ENMADETERED RORW ICHTO COULD HAVE BEEN FORESEEN AND AN JEBUTLa(�40L.COM tv-- CHECK VALVE DR DRAIN 12. PLUMBING CONTRACTOR SHALL COORDINATE ALL TIE—INS, PLUS REMOVALS WITH GENERAL CONTRACTOR AND OWNER'S SCHEDULE. —tea-- 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 ACCEPITABLE 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 WATEMPROOFING 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 CONTRIACTOR TO COORDINATE ALL DIMENSIONS, ELEVATIONS AND CONNECTION REQUIREMENTS FOR FINAL CONNECTIONS. —�— THERMOSTATIC MIXING VALVE FE FLUE EXHAUST REVISIONS 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. — 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. I PIPE CONNECTION, TOP HB HOSE BIBB 20. DRAINAGE AND VENT PIPING SHALL BTESTED BY PERFORMING TWO HOURS UNDER25 FEETWATWATER NO ER PRESSURE.RE. CO DAND HOT AK 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 ,' aC "P" TRAP INV.EL. INVERT ELEVATION , _.........................................................._.__......__........__....._......__.....................................__........_.......__......._................__,...._..__._......_------__.........._.._._.._......._...._._........._._.......�.+._-----__....__...._..._......._...._..........................,............. ' r ` PROPERTY LINE �— CLEANOUT MAX MAXIMUM M4 _.... .........._w..._._...... ...,..,,.......,._ ....:....:.. ,r p CLEANOUT DECK PLATE MECH MECHANICAL LOT 1 ' 0 0 HOUSE TRAP MH MANHOLE (CLEARING LIMITS r , C CAPPED OUTLET MIN MINIMUM -------- --- — - --------'—' -- --- —' .,. �. s ... ter NORMALLY CLOSED THROUGH ROOF NC <�, ,• l f+ w` T NOT TO SCALE a: IK NTS ' �' � t; R N F S •<, • L00 .. ..1. : 100 SETBACK .................._...... ..................._....._..,..r..,.....,.:.... . , ...........,...f... ....,........................ t` N- R FLOODRAIN, ROOF DRAIN, AREA DRAIN, I 6213 OREGON ROAD M.......,.,. ❑O OVERFLOW ROOF DRAIN, TRENCH DRAIN ORD OVERFLOW ROOF DRAIN : FROM B UFF ci` CUTCHOGUE, HOSE BIBS P PLANTER DRAIN NY 11935 s / PD ' + AL ABLE BULDING Ab REDUCED PRESSURE ZONE �---- WALL HYDRANT RPZ BACKFLOW PREVENTERIL Y VACUUM BREAKER ASSEMBLY S SANITARY WASTE FLOOR AREA DRAIN RISER STORM WATER PIPING ( S •x 'e .+. b ' 1 � � 4 R AR WATER HAMMER ARRESTOR Tp TRENCH DRAIN This drawing is an instrument of professional ., 'F service and shall remain the property of Leslie FRESH AIR INLET (FAI) TYp TYPICAL .. I a— �: - I,. . Gill Architect whether the project for which itis M METER V SANITARY VENT PIPING ;I 1 prepared is executed or not. No changes, —�-- f wI additions, or deletions may be made except by rf flLeslie Gill Architect. This drawing shall not be SQ— STRAINER VIF VERIFY IN FIELD II r ■ :5:.::</.. rry..%.s.:.,:;:? .'M! 7'ul",:.s> fi £/ s, reproduced by anyone for other projects,for WATER FILTER W/ WITH I ry I additions to this project, or for completion of this — f■ M.;,: _ _ — — — — — —— — . . — project by without written consent - - PUMP WC WATER CLOSET 9i t ........... ._._® -- _ _._ • PROPERTY N 0 Copyright 2011 Leslie Gill Architect EJ WH WALL HYDRANT '' --E�- EXPANSION JOINT >..'..---. XI TING HA WATER HAMMER ARRESTOR NEW TO S W t � CONNECTION FROM N :. •' `, DRAWING S PIPE BREAKLOT 1 h i f y , i i PLOT PLAN PLUMBING LEGEND, SCALE: NONE NOTES AND PLOT PLAN SCALE AS NOTED DATE 06.30.11 P=001 LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION PROJECT 3"VTR 3"VTR OREGON LANDING II RESIDENCE ' 6213 &6291 OREGON ROAD ROOF I _...................................................................................._..............�... C T ............................................................................................................................................................................................................................................. . ..................................................................................................................................................................................................................................... .. ROOF U CHOGUE NEW YORK 1193 5 EL. + 33 -4 _ � _ � ................................................................................................................................................................................................................................................................................................................................................................................... BATHROOMS 213 & 211 �2„ r " J EL. + 33'-4" 1Yz I--2 210 r - - - - - � — _ — _ - --I ARCHITECT I I I — —'— I I LAUNDRY r I — 4 IMASTER BATHROOM ,, , LESLIE GILL ARCHITECT Ifty� I I--1Yi I 1 I 2 �-1Y I r•---1 2"1 f'-2- 63 GREENE ST. NEW YORK NY 10012 I I I I I I I I I I I I j I I TELEPHONE 212-334-8011 FAX 212-334-8046 I I II I I I INFO@LESLIEGILL.COM S I AV i i I ASV i I i I SS I W LAV I ASV I LAV i t I I ILr-1i 2nd .FLOOR_._._......................... .......................................... .. I WC BT I I wC SH I I BT I SH I 1Y2" WC I I MEP/FP ENGINEER .._.....H...................._. ......_..»...._..............................,.,.,.._...1....... .__._..._...,..... ......_.W_...._............. ................._...W. . ..... ........,............ Y.............................1............_...... ............._............-_... ....... _......... WC i 1 1 _..,.._........... ..... ............................ ............... ............................1........�.....................................................................................................,..................................................................................,.........................__.. ...................._........._...,.............._..,............................... EL. + 13'-9" 1 L 4" 1Yz" 1 L 4 2 I ,> I -1 L �,, ......................................................................................................................................................................................_.............._.2nd FLOOR................._..... I ' 4„ s� 2„ 2 3„ 2„ 4" - - - - - - r - --- - - 1- - - - - - EL. + 13'-9" P S GROUP E GIINEERIWGORKNC - - - - T RM 706 GUEST BATH I I POWDER RM KITCHEN r_ _ _ __ _ _ __ - I I " TELEPHONE LL PHONE 212-233-2700 FAX 212-233-2727 I 1h, L 2„ �.--1Y� A PLUSGROUPCE.COM r -1 1 I CIVIL ENGINEER LAV LAV I LAV I I I 4" 3" 4" I " I I KS KS I Lr I.IrI i i--2 I I , I JEFFREY T. BUTLER P.E. P.C. 1st FLOOR _.»»........................ ,.._.».».....»».»_.. »» .. ,...,_....._...__ .».,.._......_.__..._..__._ – .... _._„__ _.»__».»»_ _,.,...____. _ WC sH I I I Dw I FW 206 LINCOLN STREET RIVERHEAD NY 11901 _........_.. ,. _..____ ._w ._ ......».____._. ...___....»....___. __._ ..».._.___..,_,,__.._.___. _..».»._.__.......__.._....»...».._._........__».__ »....»».. .............._.. ».._...__......_.»..»»_. ..._.. .............,_ _,..___......».,» _.»I ».... TELEPH N - _ 1 st FLOOR 0 E 631 208-8850 EL. + 2'-3” 1 L -� I 2" L — — — — — EL. + 2'-3" JEBUTL@AOL.COM 1 I 4" 1Ys" 2„ 2„ 4" 4 " 3„ SAN SAN STRUCTURAL ENGINEER SAN 4" ROBERT SILMAN ASSOCIATES 88 UNIVERSITY PLACE NEW YORK NY 10003 CELLAR TELEPHONE 212-620-7970 FAX 212-620-8257 _..............................._.............,,..,,.,..,.................,.,,......_............,...........,.,......,...,,.-...._.,...,.......,.,..............,...,..,,...._.,,.._,,,_.......................,.,,.....................,..,....,..........,.,..........................,..,................... ..,_...............,............_...,,.,,......... ,,.,...._.....–........,.................,...........-.. EL. – 7'-9" .................................-......,.,......,....,......,............._,.............,..,.,,....,.,,,..,..,....,. . CELLAR PPENHEIMER@SILMAN.COM EL. – 7'-9" �4„ REVISIONS SAS 4"SAN TO SEPTIC TANK SANITARY SYSTEM RISER DIAGRAM < LESLIE GILL ARCHITECT ISSUE FOR CONSTRUCTION ROOF ROOF EL. + 33'-4" BATHROOMS 213 & 211 MASTER BATHROOM LAUNDRY 205 EL. + 33 –4 PROJECT LAV WC BT LAV WC SH W SS BT LAV LAV WC I T----�, ------ OREGON LANDING II RESIDENCE II I ! I ! I I I I II I . j ' ' ' ' I ' I ' I LAV sH TO REFRIGERATORS 6213&6291 OREGON ROAD L'_.J� �L_.J.__.1.J.� -- -� �4 �- -�---� � j I CUTCHOGUE, NEW YORK 11935 2nd I FLOOR 2nd FLOOR EL. + 13'-9" 3/a L�._.T�. ,—j --- '_-� _ J (TYP. FOR 6)"NON–FREEZE ��► ---Z--� �-- WALL HYDRANT-Ya EL. + 13'-9" ARCHITECT GUEST BATH _Y4" I� KITCHEN 3Y4"CW TO V ! POWDER RMI HOT WATER CP WATER TREATMENT EQUIPMENT LESLIE GILL ARCHITECT HOT TUB j CIRCULATOR 1 WATER SOFTENER E ULTRAVIOLET WIELL PUMP 63 GREENE ST. NEW YORK NY 10012 LAV LAV I I I�1 WC LAV DW KS KS DW ( CONTROLLER j j I PURIFICATION SYSTEM) TELEPHONE 212-334-8011 FAX 212-334-8046 �l �4_' -j --_J I I �I — I - INFO@LESLIEGILL.COM I I1 st F �__ �-I �–p LOOR �-p I 1 FLOOR 01 I ' II L-T— —I 1„ I I ' I I I I MEP/FP ENGINEER , ' L-------_I•I----i—• I I - ------- --- �.—�L-�-- I z I MIXING VALVE 1Y4" BY–PASS (NC) _ I j i ---„�'!1 �j �----�----------�L--y -�� j „ �j - �I ,a•I SET @ 120•F PLUS PLUS GROUP ENGINEERING PLLC 231 WEST 29TH STREET RM 706 NEW YORK NY 10001 '. J T J TELEPHONE 212-233-2700 FAX 212-233-2727 L_._.� 1Y4 I J 1y4” III a ' YY ------------�----------- 1-- ----------- ---------�--------- ----- — --------i---- ......................... ............. .. . IMUL LU ROUPCE M .. SG CO ---- -- ------------- -----------`---- ----------------------------------- - --- ` CIVIL ENGINEER j a 4 _ — _ JEFFREY T. BUTLER P.E. P.C. --i �- —� 206 LINCOLN STREET RIVERHEAD NY 11901 BALANCING VALVE `a� �� r --�' �- , �) I 1Y" TELEPHONE 631-208-8850 (TYP.) I I JEBUTL@AOL.COM "HBA j /ET j STRUCTURAL ENGINEER Ps I I I j ROBERT SILMAN ASSOCIATES `'—' CELLAR 88 UNIVERSITY PLACE NEW YORK NY 10003 R ..............................................,..,......_.........,,.,........,..............................,.,..................,... .................,..,...........,......................,,.».....,.,......,......,......_.._..._.............,....,......._..».......,.......,,......_..........,......,.,..,..................._.....................,....._.............................,....,,......,..,..,.,_..._...,..,...............,.......,......,..........,......,,.,....... ........,.............................................. _.._..,.,......._...........,..... ............................ .,,...., _........_. .............. .,.,.,.............._..............................,,.,,..................,.....,...... _..............,............... ... cE!-u� _....._..............._....,,,,,. TELEPHONE 21 -620-7970 FAX 212-620-8257 � � 2 EL. – 7'-9" WATER STORAGE T OPPENHEIMER@SILMAN.COM TANK 1 EXPANSIO REVISIONS TANK WATER WELL I: DOMESTIC WATER RISER DIAGRAM „ 1 CW TO HOT WATER HEATERS, ' SCALE: NONE SEE MECHANICAL DRAWINGS FOR CONTINUATION WELL PUMP ROOF ROOF EL. + 33'-4" LAUNDRY 205 EL. + 33'-4" DRYER (50 CFH) D 2nd FLOOR 2nd FLOOR EL. + 13'-9" EL. + 13'-9 2"PROPANE SERVICE (310 CFH) -Y4"PG TO FIRE PLACE 450 CFH KITCHEN RANGE (50 CFH) TO STAN D–B1Y (50 CFH) GENERATOR RG 1st FLOOR 1 st FLOOR �� \�,E ^1 _..__. _...._................_..,,.,__....._... ».__..,.......__... ,......,..._............»..........._.....,........._.._.._.._......,.. .. ._.__......_.......__,.,__...,,,...._................_».._._..........__._.__.._........__..........._.»....._................_....__........,............__................_.......__.........__----..._..__---- G"r r4,�,i EL. + 2'–3 3 a �x 3„ 4 w „ " � N C7 a N4" 1 2 2 ® �O �O. 0731 Q � A OFES NPS a®� BOILERB C:DI This drawing is an instrument of professional 160 CFH 1 servicen 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 j 1 Leslie Gill Architect. This drawing shall not be 1000 GAL. LP STORAGE TANK reproduced by anyone for other projects,for CELLAR additions to this project, or for completion of this CELLAR _.........._.........-...__..,..._............_..._................____........_...._.._. _-------.--------._.................. EL. – 7'-9" EL. - 7'-9#* project y others without written consent. ©Copyright 2011 Leslie Gill Architect - PROPANE RISER DIAGRAMDRAWING y SCALE: NONE LOT 1 PLUMBING RISER DIAGRAMS SCALE AS NOTED DATE 06.30.11P=202