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HomeMy WebLinkAbout28652-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29785 Date: 10/23/03 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2040 CENTRAL DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 1 Lot 26 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 1, 2002 pursuant to which Building Permit No. 28652-Z dated AUGUST 13, 2002 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 ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BARRY D BARTH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 71068C 04/30/03 PLUMBIU2S CERTIFICATION DATED 08/28/03 KEVIN REMPE PLUMBING CORP Aut iz9 Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28652 Z Date AUGUST 13 , 2002 Permission is hereby granted to: BARRY D BARTH 2040 CENTRALL AVENUE MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING WITHOUT OUTDOOR SHOWER AS APPLIED FOR at premises located at 2040 CENTRAL DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0001 Lot No. 026 pursuant to application dated AUGUST 1, 2002 and approved by the Building Inspector to expire on FEBRUARY 13 , 2004 . Fee $ 663 . 00 Auth razed Signature COPY Rev. 5/8/02 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 anusual natural or topographic features. 2. A property completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, (lie 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 f 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 ofProperty: �IlS/U 'F/Vrnn/ l�iZiui /y/ATT/7v�1� House No. Street Hamlet .• ' Owner or Owners of Property: 1.o2R Y >A Suffolk County Tax Map No 1000, Section a Block 01 Lot 2, 6 Subdivision Filed Map. Lot Permit No. 28GS�2—Z Date of Permit. Applicant: /7Amr-ie 1�n6tj Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Subnutted: $ x A plicant Signature To *1w,S30"Moin ne.0 Fan(616)7.6.1629 P. O. $Ott 1179TMop)10M(515)7.5.1602 SewthQW, NOW Valk 11671 �� * OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUT14OLD Csa : zrzc �► : zo >» a►rs e � � Sr �� Building Permit No. Owners 1`'VQA� �(�pl*aso print) 11 Plumbers (please pr nt) 1 certify that the $older used in the water Supply eyst•m contains lose than 2/10 of 1. 1ea4. C \ u ss Signature) Sworn to b•tore • this day of Y� 3 Neta Public, ounty CARISSA SORMU Notary Public,S'a'e of New11Mk No.0!505o51I,SuffolkCour Comn"ica 6pire,May 14,20 at J Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application Number /•. 375 Dunton Avenue 71068C 04/30/2003 East Patchogue,New York 11772 cam. (631)286-6642 Issued To: Barry Barth Street: 2040 Central Dr Village: Mattituck Zip: 11952 Town: Southold Section: Block: Lot: Contractor: Power Play Electric Lic. # 5165-ME yV Was examined and found to be in compliance with the National Electrical Code. —:_ •� �-"= ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor ❑x Indoor ❑ Basement LI Hot Tub JLx� p' Residential ❑ Det.Garage ❑ Attic 91 2nd Floor x❑ Outdoor ❑ Addition ❑ Survey 4 a Switches Receptacles Fixtures GFI Heaters A/C Fans ytn, 31 32 28 6 = :: ;;;^,•,` Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Off Gas Circulators Smoke Detector Bell Transformer 4 r= Meter Amps Phase UG/OH Jacuzzi Television CO Detector Y 1 200 = Bldg. Permit: 28652-Z Other Equipment 1 40A E AIC Disconnect 1-20Amp Air Handler Hugo S. Surdi `k - President Rough Inspection: 011 44/2003 *y',;•y» r� ay Inspector: Ed Scavelii tf::» •`t.• Final Inspection: 04/29/2003 -''•-'< ry Inspector: Ed Scavelli `a This certificate must not be altered in any manner. Inspectors may be identified by their credentials. I 07/70/2002 09: 41 FAX X001 Permit Number MECeheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code NECchcek Software Version 3.3 Release lc Data filename: C:\Program Filcs\Check\MECcheck\BARTH.cck TITLE:BARTH RESIDENCE COUNTY:Suffolk SATE:New York I3DD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:07/29/02 DATE OF PLANS:7/20/2002 PROJECT INFORMATION: BARTH ADDITION AND RENOVATION SOUTHOID NEW YORIC COMPLIAN .P Maximum UA= 312 Your Home=311 0.3%Better Than Code Gross Glazing Area or Cavity Cnnt or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 533 30.0 0.0 19 Ceiling 2: Cathedral Ceiling(no attic) 505 30,0 0.0 17 Ceiling 3:Cathedral Ceiling(no attic) 251 24.0 0.0 11 Wall 1: Wood Frame, 16"o.c. 1424 13.0 3.6 98 v aL' 2:Wood Frame, 16"o.c. 720 19.0 3.6 23 t?'uldow 1:Wood Frame,Double Pane 280 0.510 143 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements, When a Registered Design Professio has ped and signed this page, they are attesting that to the best of his/her knowledge,belief,and pr ss judgment,such plans or specifications are in complian with this Code. puilder/Designer Date ,a. �Z -" 12 09:41 FAX U 002 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATE: 07/29/02 TITLE:EARTH RESIDENCE 3idg. I Dept' Use I ! Ceilings: [ ] ! I. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation ! Comments: r ] ! 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation I Comments: L ] I 3. Ceiling 3:Cathedral Ceiling(no attic),R-24,0 cavity insulation I Comments: I - ! Above-Grade Walls: ] ! 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity+R-3.6 continuous insulation Comments: [ ] ! 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity+R-3.6 continuous insulation ! Comments: I I Windows: [ ] ! 1. Window 1: Wood Frame,Double Pane,U-factor. 0.510 ! For windows without labeled U-factors,describe features: fi•Paaes Frame Type Tbermal Break? [ ]Yes[ ]No ! Comments: I - Air Leakage: [ 1 Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ I Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials, If non-IC rated the fixture must be installed with a 3"clearance from insulation. I ! Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I - Materials Identification: [ ) I Materials and equipment must be installed in accordance:with the manufacturer's installation instructions [ ] Material$and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating ! equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I ! Duct Insulation: [ ] Supply ducts in uncondidobed attics or outside the building must be insulated to R-8. . [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4- [ I ! Supply ducts in unconditioned spaces must be insulated to R-8. [ J ! Return ducts in unconditioned spaces(except basements)must be insulated to R-2, ! insulation is not required on return ducts in basements. , 07/30/2002 09:41 FAX f�ooa Duct Construction: t ] I All joints, scams, and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less that 2 in, w,g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions. [ 1 I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Au filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems, I Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest ronc. I Electric Systems: ] I Separate electric meters are required for each dwelling Unit I ;l!ireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ 1 I Fireplaces must be provide¢with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York Ciiv Building Code,as applicable. I ! Service Water Heating: j ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table L I • Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I ' Swimming Pools: [ ] I All heated swimming pools must have an onloff heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping insulation: ?I VAC'piping conveying fluids above 105°F or chilled fluids below 55°F mast be insulated to the I levels in Table 2. .0 UUA Table 1: Minimum Insulation Thicknessfor Circulating Hot DVater Pipes. Insulation Tluckness in Inches by Pine Sizes "e„ad Water Non-Circulaune RunouLS CimWatinn Mins and Runouts Temperature(F) Un to 1" Up to 1.2.5" 1.5" to 2011. Over 2" 170-180 0.5 1.0 1.S 2.0 140-160 0.5 0.5 1.0 1.5 i00-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thicknessfor HVACPipe& Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System'I�nes Range F, 2"Runoutq 1"and Less 1,25" to 2" 2.5" to 4" Heating Systems Law PressuTwTemperature 201-250 L0 1.5 1.5 2.0 Low Temperature 120.200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 I.5 2.0 Cooling Systems Chilled WaW,Refrigerant, 40-55 0.5 0.5 0.75 1.0 ' ? Rrine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) r j 765-1802 BUILDING DEPT. NSPECTION [ " FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE IWX-710` X-710INSPECTOR M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ) FINAL [ ] FIREP E A CHIMNEY Ar REMARK S -4AJ � DATE INSPECTOR 765-1802 BUILDING DEPT. I NSPECTIO.N [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [� FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMAKS: � DATE 3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAM G [ ] FINAL [ ] FIR a CHIMNEY MAR ��z•O p DATE ` � INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE O O INSPECTOR (]7"-1802 BUIL EPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ FINAL [ ] FIREPLACJ9 A CHIMNEY - 1 r REMARKS: DATE 3 INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C� DATE INSPECTOR ^�j . r FIELD INSPECTION REPORT DATE COMMENTS C m FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) z L ROUGH FRAMING& - y PLUMBING - r Rte- S INSULATION PER N.Y. v STATE ENERGY CODE J FINAL TTIONAL COMMENTS �c ( Z — - Z m z oll f tf£'in I O H O la- a•� � _� � z y -- x 0 b TOWN Qf SOUTHOLD BUILDING PERMIT APPLICATIO%CHEQKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TO"TIALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 nlei Survey PERMIT NO. o� J�` Check Septic Form N.Y.S.D.E.C. Trustees Examined 20—P Contact: Approved 6115 ,20 Mail to: Disapproved a/c 11 -- Phone: Expiration_,20_ - ZZ_ w L f Building Inspector v�5nnn JUL 3 1 2000 PPLICATION FOR BUILDING PERMIT Date 20, INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a 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,housin and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name,if a corporation) 151ax �4rq� F ew�o/p1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Affa�-ray- Name of owner of premisesj9>'� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: I-or 3 House Number Street Hamlet County Tax Map No. 1000 Section /C2(, Block ,V O/ Lot �o Subdivision Filed Map No. Lot (Name) 2. Stafe existing use and occupancy of premises and intended use and occupancy of proposed constiiidiofi`.' a. Existing use and occupancy + b. Intended use and occupancy �( 3. Nature of work (check which applicable): New Building Addition_ )� Alteration / Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO—Will excess fill be removed from premises? YES NO 14. Natnes of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO — • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFF /L. ;'Z' a Bfi" being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the &C�y (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tp before me this Y*'L day of 20 NNotary Public Signature of Applicant Notary ehf—Stute New York Qualified xir ,Su ec.8, uoty_ Commission Expires Dec,8, BUILDING PERMIT EXAMINER CHECK LIST alp DATE REVIEWED: S /.2- /Od APPLICANT: DATE SUBMITTED: 8 /A_/0,Q SCTM# DISTRICT: 1,000, SECTION: Io4 , BLOCK: , LOT: STREET ADDRESS: 7 e Cerrlra1"b21'A CITY: MAwwt*a-L SUBDIVISION: St-FC5 PROJECT DESCRIPTION: ALT amou To ZS.F 1� • 49 ou-��6�e,� �1 a e✓ ESTIMATED PROJECT COST: O NGINEER: a FAST TRACK? oa SINGLE & SEPARATE CERTIFICATION-REQUIRED? No NOTES: DOTS 40,000SF-100-24.Lot recognition.(CREA"CED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/: ZONING DISTRICT: 13+0 CONFORMING? VES / REQ. LOT SIZE: 4,,o _ACT. LOT SIZE:61.58 REQ. LOT COV. Qo% ACT. LOT COV. ✓ REQ. FRONT So PROP. FRONT ,?8REQ SIDE ACT. SIDE-f. REQ. REAR_ PROP. REAR REQ. EIGHT PROP. HEI H WATER FRONT? YES DESCRIPTION: L•=• SMOV [ PANEL #: /31 FLOOD ZONE: c , APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or(91 (BED #):14/4 DTE: /_/ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or© NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL' YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o NYS ENERGY: 0 OR NO : '� EGRESS (18 H min.? 4 sq total) VENT(SQ. FT. x 4%) LIGHT (SQ. FT. x $%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/o Z- , NOTES: FEE STRUCTURE: FOUNDATION: / Z/ SF /32/ FIRST FLOOR: __SF 10BI SECOND FLOOR:_, SF . OTHER: S� 11IT OTHER TOTAL TOTAL: 1 4 SD F X-1 FEE FEE FEE 1. 474217F)- 'QF X $ �--�-•r a + _ $ 0?15?�0 5-13 4- Isom X63 07,'30,120r)2 09: 11 FAX L 001 , Permit Nwnber -- MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Filcs\Chcck4MECcheck\BARTH.cck TITLE:BARTH RESIDENCE COUNTY: Suffolk S"An,New York TMD; 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 07/29/02 DATE OF PLANS: 7/20/2002 PROJECT INFORMATION, BARTH ADDITION AND RENOVATION SOLIT'HOLD NEW YORK COMPLIAN .Passes` Maximum UA=312 Your Home=311 0.3%Better Than Code Gross Glazing Arca or Cavity Cont or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 533 30.0 0.0 19 C_iaBg 2: Cathedral Ceiling(no attic) 505 30.0 0.0 17 Ceiling 3: Cathedral Ceiling(no attic) 251 24.0 0.0 11 Wall 1: Wood Frame, 16"o.c. 1424 13.0 3.6 98 ;,all 2: Wood Frame, 16"o.c. 720 19.0 3.6 23 "':stdc,w 1:Wood Frame,Double Pane 280 0.510 143 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professiorhasmped and signed this page, they arc attesting that to the best of his/her knowledge,belief,and pr gment such plans or specifications are in compliant with this Code. Prllder/Designer Datc (J� -?O12 09: 11 FAS fih002 TMECcheck Inspection Checklist New York State Energy Conservation Construction Code NMCcheek software Version 3.3 Release lc DATE; 07/29/02 TITLE:BARTH RESIDENCE D Pt Use I i Ceilings: [ ] I L Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ] j 2- Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation j Comments: t 1 3. Ceiling 3: Cathedral Ceiling(no attic),R-24.0 cavity insulation Comments; Above-Grade Walls: ] ! 1. Wall 1:Wood Frame, 16" o.c-,R-13.0 cavity+R-3.6 continuous insulation j Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-19.0 cavity+R-3.6 continuous insulation Comments: I Windows: [ ] L Window 1: Wood Frame,Double Pane,U-factor:0.510 For windows without labeled U-factors,describe features: #Tanes_Frame Type Thermal Break?[ ]Yes[ ] No j Comments: I Air Leakage: [ ] j Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ 1 Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly j with a 0.5" clearance from combustible materials. If non-JC rated the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] j Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I j Materials Identification: I J Materials and equipment must be installed in accordance;with the manufacturces installation instructions [ J Materials and equipment must be identified so that compliance can be determined_ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. { ] Insulation R-values and glazing Ll-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-g. . [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply duets in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2• Insulation is not required on return ducts in basements. ,07:30-'2002 00: d1 FA-X 7003 Duct Construction: f ] I All joints, seams,and connections must be securely fastened with welds,gaskets, mastics I (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. .Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w,g, (500 Pa). [ j I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. ( ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. f J I Air filters are required in the return air system. ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature scat point of the largest zone. Electric Systems: ] Separate electric meters are required for each dwelling wut_ I Fireplaces: [ ] Fireplaces mast be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provide¢with a source of combust ou air,as required by the Fireplace construction I provisions of the Building Code ojNew York State, the Residential Code of New York Slate or I the New York Qv Building Code, as applicable. I 1 Service Water Heating: J ; Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is pan of a circulating system. [ ] ( Insulate circulating hot water pipes to the levels in Table I. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I AlI heated swimming pools most have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: -WAC'piphig conveying fluids above 105 V or chilled fluids below 55°F must be insulated to the levels in Table 2. _ w�uua Table 1: Minimum Insulation Thickness for Circulating Hot Neater Pipes. Insulation Thickness in Inches by Pipe Sizes Water Non-Circulaune Runows Cirnrlating Mains and Rtmouts I-emperature(F) Up to 1" Up to 1.25" 1-5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0,5 0.5 1.0 1.5 i00-130 0.5 0.5 0.5 1.0 Table 2: Minimum InsulationThicknessforHVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tomes Ran e F 2"RunoutS 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressurwTemperamre 201-250 1.0 1.5 ).5 2.0 Low Temperature 120.200 0.5 1.0 1.0 1.5 ceasa Condensate(for feed water) fvty 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 Tr'r' Below 40 1.0 1.0 1,5 1.5 NOTES TO FIELD(Building Department Use Only) t FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28652 Z Date AUGUST 13 , 2002 Permission is hereby granted to: BARRY D BARTH 2040 CENTRALL AVENUE MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING WITHOUT OUTDOOR SHOWER AS APPLIED FOR at premises located at 2040 CENTRAL DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0001 Lot No. 026 pursuant to application dated AUGUST 1, 2002 and approved by the Building Inspector to expire on FEBRUARY 13 , 2004 . Fee $ 663 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN Of SOUTHOLD PROPERTY RECORD CARD � OWNER STREET 2 0 �'. VILLAGE DISTRICT SUB. LOT FORMER OWNER N E .ACREAGE 4—f)aS ioy)-5 v S W TY4OF BUILDING ZES. a, ju SEAS. VL. FARM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS ap C/ ,Zov e` n c ^ p L3 ! VT 3 a o o72 G a, jo 7 �ta 4e{ - J s L AGE BUILDING CONDITION i 3 t7a_Ld4 7591 Me Si Ou--i6 44y- -� � `" o ,cc, NEW NORMAL BELOW ABOVE t Wit' Farm Acre Value Per Acre Value 0 illable 14 i O C P �h "illable 2 illable 3 LD Aloodland wampland [rushland louse Piot otaI ■■■■■■■■■■■■■■■■■■■■ 14 -` s' z ■ ■■■Ei � -��-,.jai■■i1■■■ Foundation Vi. Bldg. :. FloorsBasement erior Finish ixtenslon Fire Place Heat 6S 'Tx PorchPorch Rooms Ist Floor Breezeway Patio Rooms 2nd Floor om Br _N Garage Driveway -_ --® �. Ql G �jti N� ISE, Z �O 0 o, SURVEY OF LOT 3 MAP OF CAPTAIN KID ESTATES BLOCK No. 1 FILE No. 1672 FILED JANUARY 19, 1949 SITUATED AT MATTITUCK tea° TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK `P NO S.C. TAX No. 1000- 106-01 -26 P 04 SCALE 1 "=30' DECEMBER 26, 2001 B�oEE ,r,* ,° JUNE 6, 2002 ADDED 100' SETBACK LINE �.ROVj oma'?;y0 /CJULY 8, 2002 ADDED PROPOSED ADDITIONS FEI AREA = 61,585.33 sq. ti. ITO TIE LINE) 1 .414 Co. QSo CERTIFIED TO. BARRY D. BARTH j FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK o COUNTRYWIDE HOME LOANS, INC. A 0 o / LOT O3 / NOTES' 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS'- EXISTING CONTOUR LINES ARE SHOWN THUS: -- WOOD DECK - FIRST FLOOR �• TOP OF BLUFF - I:AFACER°°R p' N - TOP of wALL - auII°M OF WALL cl 4n5 m 1 o� BA x . e Bl 9 1 I BO �< ,g � I I cp� 9 A 1__ '�iY B, Fz j vri y k Y vLF t0+i SETBACK FROM 10P OF ¢wFF Y _ ' G . 'r P eMR c „ • .08- A J � ry ��'� 44 r• GRAIN i .tel 0"0�4 Oo.'zYOMEB b o nq ,p�� �a. ryY< 'C� �, `cm '4821P l A, r1DO FHgOF m .rtiE l 19J�- 00 u- b y 6n°p,x D✓✓, .nH.P�,,�q 199 Y" 9< O �B�Ce �Nr.. IF WHA} ' eed PREPARED IN ACCORDANCE ITH THE MINIMUM STANDARDS FOR TITLE SO S AS ESTASUSHEG BY THE LI A.LS AND APP VED AND ADOPTED FOR SUCH USE BY THE YORK STATE LAND TITLE ASSOCIADON f Kv / s 7r A4 1 6tC ii�l I POLE LL W A 77.25 DO' / NY S. Lir. No 49668 OT \ 4: ` EST19 ND MON o' \\ � 12C• 0 GDNC UNAUTHORIZED ALTERATION OR ADDmaN TO THIS SURVEY IS A VIOLATION OF p, Joseph A. )ngegno SECTION 7'109 9F THE NEW YORK STATE EDUCATION LAW MML BDK Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING ' S 77.26 oQ vY g1cN ,+•• e ' •• THE LAND SURVEYOR'S INKED SEAL OR G / EMBOSSED SEAL SHALL NOT BE CONSIDERED vWNo p0}5 �- EN! , •t -F� TO BE A VALID TRUE COPY MON j IGH �a,E'BE PAVE]✓' \V1 CERRFlGATIONS INDICATED HEREON SHALL RUN r'`.•f- T , // L �,� Title Surveys - Subdivisions - Site Plans - Construction Layout ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, AND ON HIS BEHALF TO THE THELE COMPANY, GOVERNMENTAL AGENCY AND 11ry"� 1\I L - LENDING INSTITUTION LISTED HEREON, AND '.4 ' ^ 1 1<V PHONE (631)727-2090 Fax (631)727-1727 To THE ASSIGNEES OF THE LENDING ulsn- U Y CUTCH CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS " 1360 ROANOKE AVENUE P.O. Box 1931 THE EXISTENCE OF RIGHTS OF WAY RIVERHEAD, New York 11901 RIverHecd, New York 11901-0965 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 21 ' 4 wi*& 9YO/v Df� { - °,, "iI r^' � ­tll I, _ - - 4 • �..i _+�...� .., e �� NG T_„ USE IS UNLAWFUL pROVIDESMOKE DETECTI >I + It WITW0117 CERTIFICATE ALARM DEVICES �i . OF OCCUPANCY AS TO PART.721.1 N.Y.S BUILDING CODE. ' Y4� Y j tp a rrq y _ I - APPROVEDASNOTED Sed y 8 Lala B.P. a PROVIDE OPENINGS FOR ;; NCY ESCAPE AS X663 � . EMERGE NOTIFY BUILDING BY: AT REQUIRED BY PART. 714 OF iss-taoz a AM To PM FOR TIM N.Y. STATE BUILDING CODE. 165.1 02 9 AM TO 4Ns PROVIDE % HR. FIRE •, _ 1, FouuDATION - TWO REODIRFA RATED SEPARATION TO TDR POURED CONCRETE PART. 717.3 (f) (1) OF � �r• t P,606H - FRAMING i FWWINO N,Y. STATE BUILDING CODE. t - A (t15ULATION 4 FINAL - coesrnucrloR MOBPLUMBER CERT/F/CAT/ON BE COMPLETE FOR C.O. I• '. ALL coNsraucnoN aHAu INSETON LEAD CONTENT BEFOREPROVIDE ANTI-SCALD AND/OR SI - - THE REQUIREMENTS OF THE N.Tr CERT/F/GATE OF RGYOCCUPANCY THERMAL SHOCK PREVENTING CODES. NOT RESPIONSIIILIEFOR SOLDER USED/N WATER N.Y. STATE BUILDING CODE. STATE DEVICES AS TO PART. 902.6IK) DESIGN OR coNsrRucrwR iIINORi EXCEED 2/10 of I% LEAD. SUPPLY SYSTEM CANNOT s _ - UNDERWRITERS CERTIFICATE REQUIRED p I PLUMBING 1 "1 , - - ALL PLUMBING WASTE &WATER LINES NEED 6 D RAW I N G LIST : TESTING BEFORE COVERING p s!I Li t QNSTRUGT1ON Slit HALL CONFORM 110 TTtE NEW YORIK STATE BUILDING ALL DIMENSIONS TO BE VERIFIED BEFORE COMMENCEMENT OF THE WORK BY If copper tubing is Used EACH RESPECTIVE A- 1 COVER SHEET for water distributing vNRA TOi C NT ACTORS SHALL FAMILIARIZE HIMSELF WITH THESE DRAWINGS system, piping shall be 1 ALL Cg�1$TRUCTIgN SMALL'GRfJFQ9M_ TO THE NEW PORK 'STATE U DING AND TFT{ CONS RUCR"TION SITE BEFORE COMMENCEMENT OF WORK. of types K or L only I CONSTf Y1CiTTf GOP AND REFIIJLAI1 $ ,( - I TgYM GF Q .HOLD, ' AND C – 2 SITE PLAN I y' ALL QTMEf AI idI ITIE$-HA G JURISDI�r6N �TV�R, THIS-PROJEf1'', I ALL ELECTRICAL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN AS IN UNDERWRITERS CERTIFICATE ACCORDANCE WITH THE N.Y.S. BUILDING CODE AND THE NATIONAL ELECTRICAL REQUIRED CODE. A- 2 DEMOLITION PLAN ANLL CONSTRUCTION .SHALL CONFORM TO THE R IQNIl3FF��44 MTS; TIS NEW 'kC)RK STA 'E'�,ETVEREaY �'ANSER•VATI;DAI • QE LATfd,$ ApF)ITrdN: ALL PLUMBING TO BE DONE BY A LICENSED PLUMBER AS IN ACCORDANCE WITH r THE N.Y.S. BUILDING CODE. A- 3 FIRST FLOOR PLAN ` DRAI�4 CIS. NSVT T$T;,.B€ .SCALEb, ALL V00K' To: BE,1AID OUT BY DIMENSION AI„L BATHROOM EXHAUST FANS SHALL BE IN ACCORDANCE WITH THE MINIMUM A-4 LOFT PLAN REQUIREMENTS OF THE N.Y.S. BUILDING CODE :ALL DIMfN$,IGNS` 'G,1 (1 T1 r,THE FA E OF CONTrRE7E AND' 1 'WQQDS STUDS dT NOMINAL. A14.�,T�,E,Qom 01 N�:T,Q FI( S EI'xPLQF1jQ,G]l 1, '"OTRIERYGI5E ALL LUMBER SHALL BE FULLY SEASONED A STAMPED CONSTRUCTION GRADE. A- 5 ELEVATIONS NOTED: •� � , , ALL PLATES IN CONTACT WITH THE FOUNDATION SHALL BE C.C.A. PRESSURE 7� � 1L �IFn " I ,` �1THOSE ON Vl1(E1.�k ',DR'AVJiNt15 SHALL TREATED. AND HAVE A CONTINUOUS TERMITE SHIELD AT THE PERIMETER OF A-6 ELEVATIONS l 0 A(LL 5 II PART gF TI11S 'GO 4` A'CT, THE FOUNDATION. 'I W (331NTRp 4YN'I, NE 'WELd f SP,SON - 17 IS WORK.WORK ANY DISCREPANCIES PROVIDE HEADERS NOT SHOWN ON PLANS AS FOLLOWS A- 7 FOUNDATION PLAN k PLA DETAI( A "H'ALL.(E CHT To THE M' TS . ul A5.1ENno" IN')�F'I FRIO TO FORTHERr* . MENCEMHYIF «� Yr R}� 2 (2X6) MAX TO 5'-0" OPENING RESIDENCE IVA A-8 FIRST FLOOR FRAMING ik " 2 (2X8) MAX TO 6'-0" OPENING A- 9 LOFT FRAMING 2 (X10) MAX TO 8'-0" OPENING �y M��'' `` /+I,,,� 1� ,,�I4 n / 2 (2X12 MAX TO 10'-0" OPENING A-10 ROOF FRAMING Lel `EOV ,,, R Nl"<SFI�C W'Q 91 ' L)1.,, - SECON FLOOR L4 -F DL PROVIDE SIMPSON STRONG TIE HANGERS AT ALL FLUSH CONNECTIONS USE GALVANIZED AT EXTERIOR USES) A- 11 ROOF PLAN FAQ L DL 'r. FURS !Ei#I',LL,'+ PROVIDE HURRICANE TIE DOWN CLIPS AT ALL ROOF RAFTERS TO TOP PLATE I , MATU#2,4AL „ � MATERIAL ALL MULTIPLE GLUE LAMS AND GIRDERS 9 1/2" – 11 1/2" MIN. OF 2 ROWS OF 16 D NAILS � 12' OC. ALL MULTIPLE GLUE LAMS AND GIRDERS 14" 16", 18", USE 3 ROWS OF 16 D NAILS ® 12" O.C. A- 12 BUILDING SECTIONS A5�')YA1( w✓ 11MGLES �i;$5 2X10 FLOOR JOIST 2X10 JOIST 3',0 ALL SLIDING DOORS AND WINDOWS INDICATED ARE MANUFACTURED BY A- 1-3 ENLARGE DETAIL PIYYIVD 20ib 3 4° PLYWO DECKING 3.0 3/4" 'PLYW40D.'IDECKING 3.0 MARVIN WINDOW COMPANY THEY SHALL BE HIGH PERFORMANCE INSULATING 1.0 CEILING ASSE`ME'LY 2.0 GLASS AND HAVE 'INTEGRAL SCREENS D. 1 : IN1sW 'G. A- 14 MISCELLANEOUS DETAILS ALL WALLS AND CEILING SHALL BE 1/2° GYP.BO. AND SHALL BE TAPED J4315'€ '1 i`i : c6uoI ASSEMBLY 2.O MISCELLANEOUS - 2.0 AND SPACKELED SANDED AND PRIMED AND READY FOR PAINTING - A-15 ELECTRIC #') 11 "f1SS k1kIl,Y „ 2fl® . I#&GE1 IIW) OU 2.0 LL AS PEI?''pL01;. � - 30!00 BUILDER SHALL BE FULLY RESPONSIBLE FOR METHODS OF CONSTRUCTION oh „ 'CONST. CODE AND ADHERE TO ALL SAFETY STANDARDS AS INDICATED BY O.S.H.A. AND <r 4LEATIN:, „ 11D�D I»y�.AS PEU3" BLDG. ,.40:QD FIELD CONDITIONS CODE k i M1 ELL�NWU R°OQ GLENN A. HAASE ARCHITECT IS NOT RESPONSIBLE FOR THE ADMINISTRATION P!x TAT. 51:00 TOTAL 41.00 OR SUPERVISION OR INSPECTIONS OF THIS CONSRUC11ON PROJECT. T I. architectural legend T(3AF1 3'6:35 EXISTING WALL CONCRETE 0... PROPOSED WALLS 1VU� 'I ORK STATENE(�CxY CE?NRY,4TION CODS '. [_______] WALLS TO BE REMOVED BASED ON PARTS SECTION 7814 SCOPE FOR RESIDENTIAL BUILDINGS LESS THAN 5,000 SF. FT WITH GLAZING AREA OF LESS THEN 17 TOTAI FI T r.a TE MERQY. NIDE S RECIPROCAL, CROSS – SECCTION78ET'ILS ON PLANS rnrA1 Fx nRinG wAI I AREA ARFA 2922 SQFT �N $TIk R– VALUES OR IT , ARE INDICATED ON THE a - ALL PIPW(i .SH' 4 BE THERMALLY INSULATTED IN ACCORDANCE WITH T` 14, A 0 ; 4 H ALLY INSULATED THIS BUILDING ADDITION AND ALTERATION' DOE$ NOT EXCEED THE REPLACEMENT VALUE rnTAI r,I'a�p aRFA g+rR}y{A Ly t� "aFRCPNT ? S(j) T 3 A :- ' f1ATtED N'CiDfy4PLkANCE AP191 T♦fE ANY' ,G.T,WQf :!IF, fV( PLICAB,LE . ,PLFNUAIIS AND ENOIC!SURES $ ALL THERM . 1II ',1S'1 a ^" T I PT X:HAUST DUCTS WITH IN HVAC EQUIPMENT. OF EXISTING RESIDENCE BY MORE THAN 50 PERCENT. IN REFERENCE TO SECTION 1231.4 etnsat • r y,,YpIRK,, gjRE{ GY ' yA�,COpfLL 4IS , I�f,A ;ITtpAN,t TH ',781$.13. LXCE E CE T' GRADE AS OF THE NEW YORK STATE FlRE PREVENTION AND CQNS3RUCTION CODE , THE FESIDENCE EX1E! I'I G A� f11F 19 Etta 1 ,r F.QUN T1fIN IN9U IA 1)AI DEPTH MIN R E1E', NOT LESS 'THEN 24 B A SHALL BE SUBJECT MEETING THE CURRENT NEW YORK STATE CODE REQUIREMENTS. �FOp Y •f�lr a EN BELOW ADJACENT A . 5'tt$, 5. ON THE OR* SECTIONS' AND DO PSR TABU 5-2 ANCI� HAVE;M MIN R VAILUE OF R– 10 - k / 'r�uINC. AaF► m sT t356 EQ THE;,. . L . . TSF, N?1 tF TAEILE ( "PART. TH1 -,NYS ATL AftPA,I�tATUS ,IR,'0 EQUIPMENT AN,D CC"OLS SHALL COMPLY WITNI IVVSEC TABLE 5-3 IrY tT E k4Ai O k T'kl ?r –1 ,ALL EItClRICAL fIIA0 ,IpQWR .SHRILL COMPLY WITH NYS CODE ;7613.51 J52 Ro 'fid r. . , .m :.. EXTERI R',' ggR;S , WAdiL 'EiE.IW.$kJLd,TED A4hTW A MIN„ FFATiNG OF R-2.5„ WE11TIiPRSTRIPED WITH TWEREFORE TO TWE BEST OF MY KNOWLEDGE ANO PROFE5510NAL JUDGMENT THE FRAMES FRILLY C�I`,LICFD AMP, [INFILTRATION RATED OF .5 .FM R, Sg T' OF DOOR PLANS ARE IW COMPLIANCE WITH THE NEW YORK, STATE ENERGY CONSERVATION ODE F b L41T1A f$ BASET? -GTI 15 WVNp TO THE' BI�S,T OF ; Y 4�I#p;W. LEDbE' ANEi'PROFESSIONAL JUDGMENT PLANS CONFORWI' TO THE DFtR, F N DE:_ NE W Y STATE ftL}l' GON�ItVATIO CO 140 10� f 15 ARCHITECT . REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: htl , v� 1F� GLOW A. HAA a:A: 58 JUL ET DRIVE SA'"LLE I4EW YORK , 11782 FLOOR, PLAN — #tL XTTFTW YORK, 119: 2 41 TEL: 631:x563-3343 FAX: 631-x,5133-3343' ,„ m•, 'h _. pll� ,•�+�„ p- -"• • „- „ „ „ - -, - - - , .� _ ., . . .. - _ _ - y d { m tl J } 5 . I Lr L d•'I� ,_ I I T n , , .. B'IEMOVE EXISTING STEPS i` _ - REMOVE EXISTING WNDOW. " 1,i; �h -------3---___ __ _ ___ _yCCCCCC31�HG99 931 IHHa aH31 RF',M VE WINDOW �, REMOVE W REMO� I �Rp,�^QV€ EXISTING I \\ AREA OF ROOF SHINGLES �• (`—�— SHEATHING AND RAFTERS a 3 r ( \\ TO BE REMOVED REMOVE EXISTING / 6 - \\ I gEMOVE EXISTING WALLS i WINDOW. b� LIVING ROOIbd\ / / BEDR001� ! BEDROOM 03 I_ REMOVE EXISTING CEIWNG SUM / i I I Nn 5�. BOARD AND CAP ALL ELECT y r - EXPOSED WIRINGDASHE 1 \ ICATE WALLSODOORS UNES IEOT. TO �E REMOVED -------- - - — �I ' rc ' -- -- . - REM4WE EXISTING . ., "iY/ REMOOE EXIBTING'ENTgN`1�OpRit Ir WINDOW. F - - y/�{( i r ( q WALL REMOVE EXISTING _- r ,rte i i., "F� WINDOW. L��- E19STiNG KITCHEN CARIN€TS {� APPLIANCES ECT. TO REMAIN 10 — Ir BEDROOM { 5� BA H Imo_ I , REMOVE EXISTING EXTERIOR WALL DIAGONAL HATCH INDICATES H Rattle rFasasaaYl AREA OF EXISTING CEILING TO REMAIN - tl; - - REMOVE EXISTING TUB, SINK AND REMOVE EXISTING F.z. TOILET CAP ALL WINDOW. DOMESTIC WATER LINES AND PLUG ALL WASTE LINES DEMOLITION PLAN SCALE= 1,/4,._T,_D„ to I I„ IN otvusat �U - �OF Is`L1;/ 10 ' 0RESS �(�g NUTAI�ER ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: JUN 112002 Nr � - II » 204Q MITRAL DRIV'I �ddB NUMI�ER ' GLENN A. :HAASE R.A. ' If - �' T{1Y0tcK rlE�it'' 1�>DRKL y1 58 Jk1LBET DRIVE , SAYVILLE NEW YORK 11782DEMOLITION PLAN -*-� TEL: 631y563-3343 FAX: 631-563-3343' 1, .1e„ $ i ill _ a`ttiP xtr n r'} ' W 4 6Y yr , II 5* + f LLLL If o GEN RAL NOTES — ALL WORK MATERIA6S qND IN$TTpLLATION SHALL BE IN STRICT ACCORDANCE WITH ALL REQUIREMENTS DF THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE, LOCAL LAWS AND ORDINANCES STATE AND GOVERNMENTAL AGENCIES, THE NATIONAL BOARD OF FIRE UNpERWRI RS, THE OCCUPATIONAL BMILTrUR SA.. COLUM Aas A-� BUILT-UP STL. COLUMNS SAFETY AND HEALTH ACT (OSHA) AND THE TOWN OF SOUTHOLD " SEE D'ETA1L 8/A-14 SEE DETAIL 6/A-14 THE CONTRACTOR SHALL OBTAIN ALL PERMITS LICENSES AND CERTIFICATES AND ` SHALL SECURE ALL INSPECTIONS NECESSARY FbR PROPER EXECUTION OF WdRK AS REQUIR€S BY AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL DELIVER COPIES OF SAME TO THE OWNER UPON COMPLETION OF THE CONTRACT. 1 - 12'-4' 1h'-6" 1T-4" ' THE WORK PERFORMED 11AIR THE CONTRACTOR' SHALL COMPLY WITH THE R€LlIREM€NTS OF THE APCABLE PRQVlSK)NS OF THE NRW YORK .STATE BUI4DINEG CODE, LOGAL LAANNA ORpI ANCES STAT€ AN GOVERNMENTAL AG CI, S, THE NATiDNA((, 4 OF R UNDERWRITERS THE OCCUPATIONAL 'O Q SAFETY AND H€A4TH A'L �pSHA) AND THE TOWN Of SOUTIA'GOV <c r BOILirUP CQLUMN9, ,N THE CONIRAGTOR' SPALL 0 TAiN AND ^I SEf DETAIL 2/A-E d' x"1° �1, -71 AWNING PAY FOR ALL PERM TS, LIC ENNES .A D GERTIFICAM COMPLY WITH BY AUTHORLTIES ' - - NIuW' ASELiEN; WINBCWS ?, WINDOW NEW CASEMENT WANDOWS HAVING JURISDICTION. THE C Nl`RA'TOR'S ALL NDELIVER COPIES OF ALL PERMITS, BY MARMN LICENSES AND CERTIFICATES TO THE' OWNE UPO 'COMPLETION OF THE CONTRACL N, IBUILT-UP COLUMNS SEE DETAIL 2/A-0 . THESE DRq�gNGS ARE TO g CQNStpERED MINIMUM REQUIREMENTS. IF MORE A A T S.1RINGENT RE.QUIRFMENTS EX4ST IN LOCAL R€fi+ULATI0N6, THE CONTRACTOR SHALL -�- B€ OBLIGATED' TO COMPLY TH THE STRICTER R€QUI MENTS. LARGE SCALED - NEW CASEMENT WINDOWS DRAVI4NGS TAKE PREC€DENCE OVER SMALLER SCALED DRAWINGS. WRITTEN u + - ' +' tib By MARMN DIMENNSIONS TAKE PRE D€NGE OVER SCALED DIMEENSIONS. .±+e 2_s" WRITTEN DIMENSIONS TAKE 0 CEDEN ' OVER S ALE�pp DIM NSIONS „k I _ LARGE SCALED DRi1WlyyG5 T'A R€ D€N�C,EE 0- RSAiALL SCALEpp DRAIWqNGS. " s _- ,w ---h . ---'+ '- `/ THE CONTRA 70R 5HAL1. Np''ryryppPY TIE Di OF ANY DISCREPANCIES, I ' /� ERRORS OR ONYSSI'ONS DISCOVERED IN THE CONTRACT DOCUMENTS BEFORE 15' 6" D V PROCEEDING WITH I RELATED WOR, OTHERWISE, THE CORRECTION OF SUCH ITEMS - \\� IS THE RESPONSIBILITY OF THE CbNTRACTOR. EMERGEN HED LINE � �1`ESCAP COTES PARTITIONS THESE DRAWINGS ARE TO SE CONSIDERED' MINIMUM REQUIREMENTS. IF MORE ,r,c,,,qI� REQUIREDigy pggT, 711�JOFFRAMING 70 BE �/ STRINGENT REQUIREMENTS EXIT IN LOCAL REGULATIONS, THE CONTRACTOR SHALL i - .� :LIUl1"K; , �4 !'' �Ij. ' FRAMED SOFFIT ' , STAIRiTO LOFT' 3'-0' N.Y. $TATE;B;UILDING VED \ f1 BE OBLIGATED TO COMPLY WfTH THE STRICTER REQUIREMENTS. I' - AyQ:VE c� p THE CONTRACTOR' SHALL VERIFY ALL M€ASUREMEN7S. AND CONDI710NS AT SITE � '}oI hh3'-TI' ' �- B'ED OOM v AND SHALL LAY IpUT WDRK IN CONfOR,MIIY WITH -REQUIREMENTS OF THE DRAW4NGS. r. ____ /a SEE DETAIL 2/A-8 YHE CON177ACTOR SHALL NOTIFY THE RCHITECT GF ANY DISCREPANCIES ERRORS BW NNS- I I _____________ - I� 1� OR OMISSIONS DISCO IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING . :, \ � \ ' I '* I t I E (A -A\ RESPONS BIL NWOIf Kf ONTRRWACEf THE CORRECTION OF SUCH ITEMS IS THE BUILT-Up Ci LU HE OR. II LINE OF LOFT - i i � I i I A-II r BUILT-UP "YN7 GOLUM .I'I' LINE O I " ALL WORK MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE _ BUILT-UP COLUMNS WITH ALL OL�DINANCES, STATE AND LOCAL BUILDING CODES LATEST EDITION. ALL 1 `LaAD CARRIES Tp` G$L!:AR 11 I rI LOAD CARRIES TO CELLAR I PERMITS INSPECTIONS AND LICENSES NECESSARY TO PROPER EXECUTION OF s BEE CETAIL ? =B 'I1 _ - �'^'--" {-�•� yr I ' I '� '� WORK Tb BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. _ _ r SEE DETAIL 2/A-8 THE OWNER'S GENERAL CONTRACTOR SSSH,,ALL LAY OUT WORK IN CONFORMITY WITH PROPER ESTABLISHMENT AND MANTENANCEAOFF ALL LIMES ANDRDIMENS51ONS FOR j _ -�-6 _ �_ II 1 _____ _ _ 0 BEFORE DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS dkKeA'TRFaA - �. • • C T f. : 171/4" DIA WOOD AND CONDITIONS AT SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 6ER"FOR OECkING ' �, A ____ ___ $�T / ATTACH TO �' ! CO POST -;.; - ; ; �" CLOSE; + CL�75ET CLOSET POLE WITH +, ANY DISCREPANCIES ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT v ' ' E " . - 5'=4' 'I - : �' -'"i ; - _ ---__ I END SUPPORTS. ALSO DOCUMENTS BY TIRE GIONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE L I ; .'', "' = 1-,-=------ N PROVIDE 5/4- THK. ARCHITECT BEFORE PROCEEDING WITH RELATED WORK: OTHER�y}$E THE CLEAR PINE SHELF CORRECTION BEFORE OF S C H ITEMS IS THE RESPONSIBILITY OEF THE CONTRACTOR. EF T OF GO TRACTED WORK 7H CONTRACTOR SHALL £ - I- r, ; , , „ FURNISH COPIES pF ALL REQUIRE INSURANCE C€`RTI CATSTO THE OWNER AND _ �' '', d. I i I II 2 LANDLORD. INSURANCE,CERRTIFI APES MU(�ST ALSO B€ "ON fILE WITH THE BUILDING;KIT ' " 8'-10 , .__L, O DEPARTMENT HAVING JURIS6K.'7t N AS REQUIRED. -'li'_ -_ HATCHED LINE INDICATES BEDROOM NEW PARTITION OWNERS LEAL NTRACTOR SHALL MA AND COORDINATE THE _ K E RAL© E PROVISIONS TO PROVIDE A�RANGEMEN7S FOR TH STORAGE AND - _ 4 '• �r', I i _ I _ A R€MdVAL OF l'itN1TRUCiIONS fJ€BRIS AND SHALL PAY COSTS AS ARISE FOR SUCH PROVISIONS. Q}TODQR SHOYkR NINGS FOR -'- GEN Y ESCAPE-AS • THE CONTRACTOR SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. i ( 7 -DOP 418 - M1 B.A ,H �I @ ED Y PART. 714 DF f �"Sy Fe PNI I _ N. T UILDINGCDDE. * UPON COMPLETII N OF WORK THE pW1JER'S GENERAL CONTRACTOR IS TO OBTAIN 111 a CBRnFlCA7E'OF PLETION ND gqpPRQVAII� FROM' THE BUILDING 'DEPAR NTS, 6 ERItlR'''wAu FOR 4 ".1 i 6l :. , '�' - r•^`T I , 2-d' OR 0TH R AU1H 1 E5' HAVIN JURISOICTIDN, AND SUBMIT SAME TO OWN AND ' LANDLORD. " PRO7�CTION OF WORK IN PLACE - THE QONTRACTOR SHALL PROTECT AND BE PRQVIDE ,HQT,,AHD, CO: RESPONSIBLE FOR THE E}�STING BUILDING FACILI77€S AND IMp,ROV€bT€NTS WI rF11N 'p WAtiiR pIB INiH' FREEZE REMOVE EMiStING ENTRv� THE AREAS pF HI$$ OPERA110NS' UNpER SHE CONTRACT. AryY GISSt7RBANCES OR P€FIfS� "MND PARTITYDN IFQR„NEW ', I I DAMAGE Td THE WORK THE "EXfSTi J BUILDING AND IMPROVEMENTS OR ANY I ' - REC65SEq 1NTF�I� SEE. ?'-e” 2=0" {Ft e'-4" IMBAIRMENTS OF IFpCILLIE5 'ft $LILTING DIRE 1'LY OR INp1RECTLY FROM THE SE-C'GON'I(ETAIL, 'ffff CON7RACTOR'S 'OPERAT10N5 SHALL BE'PROPTLY RESTOR€D REPAIRED OR _ EXISiWG'FRONT REPLAOEQ TO TH€ $ATISFAETION OF THE ARCHITECT AI NO COST TO THE OWNER. �! F THE CONTRACTOR SHALL PROVIDE ALL 'NECES SARY SAFEGUARDS SUCH AS k PORCH ULT-UP WD„COLUMNS BARRICADES, €TC.. TO PROTECT THE WORKMEN AND THE PUBLIC FROM POSSIBLE SEE DETAIL 2/A_8 6'-2” -,i� C;G A INJURY. F I - A-Y! '�, .A_I " MATERIAL SUBSTINiION - MANUFAG7tl ERS NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OTHER MANUFACTURERS WILL BE ACCEPTABLE11 APPROVED BY F THE OWN€R. - - 25, 7" Lr— 21,_T. - • MATERIALS ALL MANUFA� TUR MATERIALS ARTICLES AND EQUIPMENT „ r ,,� f;t - . , SHALL, BE APPLIED AS R€COMMNO BY THE MANIJFACIURERS. ALL LI E 47'-1' RIALS Ug�D SHALL, B OF TH ME MANUFRCTURER AND QUALITY NLESS OTHERWISE SPECIFIED. - INDICATES NEW PARTITION • WORKMMANSHIP - ALL WORK INNCLUDED HEREIN SHALL BE OF THE HIGHEST STANpARD OF MATERIAL ANO RKMANSHIP, DEFECTIVE WORK OF ANY G , - �__-__�a INDICATES EXISTING WALL TO 8E REMOVED CHARACTER WN MER IN MAIRi OR WORKM/�NSHfP SHALL BE"REJECTED AND ALL REJECTED W(NRK SHALL 8E �AIRED;.OR REPLACED TO THE SATI FACTION r -it I - , ■ INDICATES BEARING PRINT OF OF THE ARCHITECT, WITHOUT CO TO THE OWNER. ' A FIRST FLOWPLAN HEADER OR GLUE LAM ABOVE SHOP DRAWINGS -tHOP DRAY4N AND ATAIAG DATA ON A4AJDR ITEMS OF EQUrPMENT ANID S ♦ ANMD €1� gUCS ILLUSTRA71 MA I 1 AS IN THE CTI.ON'pQpCI t TS OR A6 MAY BBGON� ED - - - CAGE- 1/4"=!'-0" - N KEY LETTER OR NUMBER FOR LEGEND NEC€SSAIR BY THE(fN WCONTti14CTOR IN AtOE OFACONTRIJCTLON. QMTR€QUIRE0 FDR EAICHTTAL. E DEMOLI;R.QQN REMOVAL .WORK SHAL'y, BE CARIIyPE RF {y}E{I TO PR VENT C��'� AMAGE LO" EXISTING CONSTRUCTION WHICH WILL REMAIIJ AS PA T 'OF LTTE NSW n REMAND REMOVE A*L PAR11718RA LI HUNG FLOdR1NG B7 . I IC lE Fp4BE IgA g p { p f�"pyO�S, AEI €pX� i ELPCTRiC� � ONE "`I 4ONNILG'' CAB E PULLMEDVSACK'T©EXISTING ELECiRI I LEPHC TiNO RA(�p/pR p� gARPED g� `L REPhiREDPAS�R Q IRE�Ds 11 UGGIEDTO RECEDE PIW'WATFlNWIHESIAd0TNSPLUAB ALYJD AcOp r ! V - GI ADDRE JOB MI MBI it ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING, NUMBER: M - ', ' . _ lyy ir`It'a. 1" C 1 -'r 'a y -AI �, L ,�1c GFNN- L R3 E J©WtU17MBII'R t tPi A. MAA9E R.A. �A (�TUOK'It'El'. YORK; 1?92 ;- 58 JUiBEfi DRIVE S°AYVfIE NEW YORK 11782 FIRST FLOOR PLAN A -- �h + 3 TEL 631-563-3343 FAX: 631-50-3343 I 4 r i" rI r �"4� p. . r row ar II �1' ti VT SS w � � y �, yM46 t k� rti i r r) .; An1tl A-13 n,-4,l 2 9" © 2'-7- y, e --- --- —'---- - --- -- ® B — I. F--T— — ---- -- — / -- — — -- I I - rte ' - � 15'•b" D-p 1 ( UPPER U�1NG ROOM' a AWNINO N�pp4WS— REM&{TE C19f l"bl -�Jp 9'�0" a m MOTORIZEDI OPERAEl dl ---I----- BEDROOM !� . a (� t AAA. 2_9' CATHEDRAL CEILING REMOVE EXISTING GYP. BD. AND CEILING JOIST. Fi FIN. FIR. ELEV.+ '-11 / 7r7-- A.F.F. \ - �fi' r " LOFT CgLlNQ OVER KITCHEN- AM ' - - SPACE 6'-q" 7' 11" S'-4' CEILING OVER BEDROOM, BATH AND HALL (ATTIC SPACE) ' ATTR p WINDOW ' / DOOR SGHED LE AND NOTES ' A WCM2448-2W WITH UPPER GRILLAGE - SEE ELEVATION ATTIC - 8. UPPER UNIT FIXED/LOWER AWNING CONd c; - OVIDE CONTRACTOR TO PROVIDE A 3/4'"THK.OPLY WDTO RSH SHEATHING B WCM2848 WAWN2820 FIXED/LOWER UPPER UNIT FI R UNIT FIXED - 3/4 THK. PLY WD SHEATHING y� OVER CEILING JOIST FOR - " OVER CE(UNG JOIST FOR IN ATTIC B WCM3248/WAWN2820 UPPER UNIT FIXED/LOWER UNIT FIXED o IN ATTIC �Y ' C WIFD6065 FRENCH INSWING WOOD DOORS a , 4 D WCW2448 BOX WINDOW SEAT �o `U E WCM38482W CASEMENT WINDOW WITH UPPER GRILLAGE G;-G. F WCM204kW NEW DOUBLE HUNG UNIT INSUL GLASS & GRILLES W� - As11 A-12 I „- I G WCM28403W 3 CASEMENT UNITS WITH UPPER GRILLAGE H WCW3648 SINGLE CASEMENT WITH UPPER GRALLAGE AWN4820 MOTORIZED OPERABLE REMOTE CONTROLLED AWNING 2 (36"X6'-8' BEDROOM DOOR r i 82 STYLE ') r. /''�C'']�' PLAN � � 1(30,•X8•-8„) BEDROOM DOOR w k LOFT F-'L/'�F�"�—^� 2 82 STYLE SCALE- 1 4"=1'-'Q„ m _ / 3 82 STYLE 2(24"X6'-8") CLOSET DOOR � 82 STYLE 1(18"X8'-8") LINEN CLOSET ai 12" WIDE SIDE LITE ENTRY < ; INDICATES NEW PARTITION 5 4861-V SIDEUTE INDICATES EXISTING WALL TO BE REMOVED 6 4561-V ENTRY 36"X6'-8" ENTRANCE DOORS " � , - ■ INDICATES BEARING POINT OF 7 SME 82 ) BATHROOM A NFCs, 1(24-X6'-8" HEADER OR GLUE LAM ABOVE STYLE 84 2(3O''X6'-8") SIFDID CLOSET DOOR - _ KEY LETTER OR NUMBER FOR LEGEND 2(5' X6'=8") SWINGING DOORS W'LITES GARAGE - AS SELECTED BY OWNER 5' -X6-8") SWINGING DOORS WUTES GARAGE �FpP p F d 4 i I JOB NkIIMBER AI2CHIT1 CT REVISIONS PRINT ICG; q� DR41NG TITLE pRAMAN6 NUM6ER: � }.. a r i� , l -: ,�fig` ",.. e. a •�y �.,.- .— - +. Y r._d`?3 _-- •- - - I ' 'F IL ET DRIVE SAYVILLE ; NEWV YORE 11782 LOFT FLAN A - 4 5 Y. Fa - ,3 ti 7, TFI fi3T 5 3-3343 FAX: 631-56373343 t - n Ni A 4I4 w Sp Sk'Iq�'g'.t 7k.i YPu-t. I I II ; - �,T7.17, 71 9 , 111. 7.,7 - 77 I . NIS OQN� CEDAR SHAKES FASCIA USE 5/4' X 10- CLEAR PINE i I At L�, OVER S/0" THK. NEW FIXED-PICTURE WTH 51e X S' BATTER BOARD GRAD SHEATHINGS. MN60WS SEE SCHEDULE c_rI 15w ALUMINUM FLASHING i'!MALL BE Mt 0 16" O.G. A-12 A-11 AT SHED ROOF AND WALL 4 aATION R-19 PROMDE S oll �a NG EXTEND CHIMNEY 2'-0" ABOVE ADJACENT RIDGE- PROVIDE STEP ROOF CONSTRUCTION FLASHING AT NEW ROOF AND CHIMNEY ARCHITECTURAL GRADE ROOF SHINGLES BASE. RIDGE HEIGHT EL. 20'-8" A. IF AS SELECTED BY OWNER- OVER 30 # SATURATED ASPHALT CONSTRUCTION PAPER OVER �/B* THS. EXTERIOR GRADE PLYWOOD RIDGE HEIG EL. 18 -8 A.F.F SHEATHING- USE 2X10 ROOF RAFTERS X ,C4.EAR PINE FASCIA/ USE 5/4 D.C. -( ANCHOR TO WALL WTH HURRICANE WITH 5/4' 9 3' BATTER BON HOLD DOWN CUPS BY SIMPSON. ROOF OVERHANG (PROVIDE 8" THK. BATT, INSULATION R-30 WALL BRACKET SE� DETAIL (OPTIONAL ALTERNATE- STANDING SEAM COPPER REMOVE EXIS71NG ROOF SHINGLES ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES ANO REPLACE WITH ARCHITECTURALa .t L qj, 1 11 11'I'L 1)� ROOF OVERHANG Tr GRADE AS SELECTED BY OWNER t' ' j if ------— j LI , WALL BRACKET SEE 1A �I I F Y1 I I: KED OUTrA"pqW SEAT -EjMNDLFLOOR IIA II DETAIL FRAMING AND ROOFP98VI E TIM WINDOWS1: 4 ,II MATCH NEW ROOFING Drl ci )1_0 if I 1 . 1 , 1 rl- ' ', l�� IL 0 If 11 RAFTERS- REMOVE EXISTING LE JI 11 11 FASCIA BOARD,PROVIOE FULL �L,jj fly[!'[ m , 11 1, f;j INDICATEP MATCH NEW ROOFING tv kk EwwWEL. 12'-D' ',F. OPTIONAL EXPOSED EAVE I ®r" Di II JIIJ ,; N, I Ilrii1 11 I,UJ Ii BLOCKING BETWEEN RAFTERS PO- GU I _ALLXT EL W-11' A,F.F. TRIM EAVE RAFTER ENDS AS ij r ly REQUIRED AND PAINT 4L M,jm ff ff!rt, :�5, !III r f 7E 9 u OPTIONAL fX#,o A R 09 MSTINQ IIASCIA $0 PROVIDE FULL L RAFTER REMOVE EXISTING SIDING AND REPLACE WITH OF S AS EXTERIOR FINISH- CEDAR 5' EXPOSED SIDING OVER. Lr IV,END AND SATURATED ASPHALT CONSTRUCTION PAPER t17 OUTDOOR SHOWER .7 PROVIDE SCREEN Rill i:Iodii EL ro, WALL CLOSURE ON "Ir A.�.F 1 2 SIDES-USE I 11 , WATER PRO OF SIFTER AGAINST 717 EXTERIOR WALL FOR WATER PROTECTION APPROX. GRADE 2'-6- \—NEW INSWING FRENCH I DOOR I VOASEMENT L ------------------ SEE F CHECIOLE --------------- L REAR ELEVATION PROPOSED FOUNDATON SCHEDULE AND FOOTINGS N FT SCALE= 1/4"=I'-Oo CELLAR EL. MIINUS(8-11'B.F.I EXISTING ROOF 8"X8" CCA TREATED PROVIDEROOF RAFTERS AND LUMBER FOR DECKING VENT-BETWEEN EACH RAFTER SHEATHING SUPPORT / ATTACH TO NEW CASEMENT EXTEND CHI NEY V-11 ABOVE WINDOWS SEE SIX 6" CCA POST OJA�qN E'STEP SCHEDULE PROVIDE 6' DEEP PROVIDE FULL BLOCKING FLASHING AFr NEW ROOM410 CHIMNEY FASCIA - USE 5/4" X 10- CLEAR PINE GRAVEL UNDER BETWEEN RAFTERS BASE. A-fl A-12 WITH 5/4" X 3- BATTER BOARD 0" D DECK -0" DEEP 18" CIA X 4' USE 5/4" THK.10" TRIM f , CONCRETE PIER FOOTING BOARD OVER BLOCKING RIDGE HEIGHT EL. 20'-8p A.F.F le 1 4 WALL CONSTRUCTIOI EXTERIOR GRADE FOR POST SUPPORT PLYWOOD SHEATHING OVER 6- WOOD STUDS USE 2,500 PSI CONCRETE ADD ALUMINUM DRIP WALL CONS7 ASHAI 0 16' D.C.- USE 6" BATT. INSULATION CAP U N-" CED)iR (SILVIER1 W1 VEAL16 16WR i'&�' THI ;v TOP OF 1­11�61)FR EL. g'-77 (OPTIONAL ALTERNATE- STANDING SEAM COPPER EXTERIOR VOW SHWHINOS, ABOVE LOFT ALL I" 4LE 27(65 '016" D.C. ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES REMOVE FASCIA RI PROVIDE IN-1M a NA, BOARD n !Iif TOP OF HEADER EL 7' e MID SP jl �REMOVE EXISTING ROOF SHINGLES ABOVE LOFT I I: ", :1, j AND REPLACE if WITH ARCHITECTURAL EXISTING CEILING GRADE AS SELECTED BY OWNER MATCH NEW ROOFING JOIST L: OPTIONAL EXPOSED EAVE RAFTERS- REMOVE EXISTING RtDGEt EL If-i' EXISTING III ij� h FASCIA BOARD PROVIDE FULL I fiiL�j F t• EXTERIOR BLOCKING BETWEEN RAFTERS 4 REMOVE FASCIA BOARD SOFFIT AND FRAME - FRAMED WALL TRIM EAVE RAFTER ENDS AS 1 1 If 4i 1, 1 ILt If III f If 1 1, ] , I i,r I_' r 'f PROVIDE WOW BUI t REQUIRED AND PAINT BETWEEN RAFTERS-PAINT I It ij- UNDERSIDE OF EXPOSED BI AX.F. t RAFTERS AND ROOF BOXED OUT WINDOW SEAT -EXTEND FLOOR SHEATHING FRAMING AND ROOF PROVIDE NEW WINDOWS AS jr OUTDOOR �H [ L I PI SORIE 0 INDICATED 2' �PRWF %gAt G A9AII to REMOVE EXISTING SIDING AND REPLACE WITH EXTERIOR FINISH- CEDAR 5" EXPOSED SIDING OVER. SATURATED ASPHALT CONSTRUCTION PAPER APPROX, GRADE ti FIRST irLODIR EL. Y-Ow AFF 1 111# - , - , EXPOSED RAFTER ENDS 4 OPTIONAL 1. PO E EA 2'-6" 0I N R I - Is G NEW LAY-ON ROOF FA I PROVIDE WITH GABLE- WITH EXTENDED BETWEEN RA NEVII MN NEW ENTRY DOOR EAVES- SEE sEeT6N NEW CASEMENT Ir Blrn. SC SIDELIGHTS - AS SELECTED PROVIDE DECORATIVE WINDOWS SEE M, RA DS As BY OWNER SEE - SCHEDULE SCHEDULE RE IR AND PAINT FYPHON - CIRCULAR VENT ON GABLE 20" DIA. FRONT ELEVATION %LLAR EL, MINU6,(8'-II'B.F.F) SCALE= 1/4"=1'-O' if 01 iwal Of 4i PRINT LOG; DRAWING TITLE ADDRESS 408 momigR ARCHITECT REVISIONS DRAWING NUMBER: t," gg5 ktij _4 -W VE ­ J�a NU LR RAL QXNN A. ,MAASE R.A. o" It if ,I 0 TRUC TT/ R AN11 fkUQo OOFING­,,� ,qT t' WAW YORK 11 S52 58 JULSET DRIVE SAYVILLE NEW YOR 11782 ID AW VI' ll,"T , A K FLOOR PLAN TEL: 631-563-3343 A , 5 FAX: 631-563-3.343 i I aY� tr.J� N.L� , � ni t 11 In, ii I it a1 T r � n 'T, ARCH X19 f�0714N A CRl AL GRAFIE R00 ' frE& 14' Ci4 R' ILIu', N�. G III T A„a. SAEA O= .�9E�O RSN7F�# 18" Ar A-111 , ALUMINUM FLASHING O.0 ( ANICK T� WAILLI4'71H 4 1 EXT!ND CHIMNEY 2 P" AQ0:1E /// AT SHED ROOF AND WALL ILL HOk$ WN ,CrIilPS g�YYY Siflllf'"'9PN `. - ,AMCW R1DGE� PRo l4 ';TEP - I (PRBa b" T rT INSULATION R_ G;AT NEW CHI MNf r (QRTONAL ALTERNATE- STANDING-SP,AM COPPER' ' BA ;� —'+ � �1 ROOF CONSTRUCTION ROOF IN DEDOF ARCHITECTURAL ROOF SHINGLES o ARCHITECTURAL GRADE ROOF SHINGLES AS SELECTED BY OWNER- OVER 30 N SATUt 'HEIGHT EL. 20'-8" A_F.F, _ `� OVER 5/8"ATED ASPHALT CONSTRUCTION PAPER 'r�T i _ OVER 5/8' hIK. EXTERIOR RADE PLYWOOD —� I'IJal`tI�+lYi tl Ir li II �k IL,II IIJ� I, 'It I +. �, I. �I' ''T I.� r' J. r il" I' SHEATHING USE 2Xld ROOF RAFTERS ® 16" at - .RIDGE"HEIGHT EL, 18"-8 A.F.F 1,11 r I,I1I�iIf �T111!�{i Il,yl,µl� j�,rr rrl l;l��lJyt!i iii..41 r,. I-1rII jI+ I� ,I I'ri ; '. L O.C. -( ANCHOR TO WALL WITH HURRICANE 41 Ila 1 U Ell . HOLD DOWN THK. BY T INSULATION A ;II LI Ir 111, (PROVIDE 8" THK. BATT. INSULATION R-30 ) j L , II - � 1L , 1' Itll +_ , (i111 t HIL � ; :L1L11 . tt T�17} �( I,ll{ � I,Y.r, (OPTIONAL ALTERNATE- STANDING SEAM COPPER r UPPER .uVING ROOM jl, - 'YI; lY-I JJ!`iyl-aILIIJu lLfl) �I it 'I ' 1 1 ,. ROOF IN UEU OF ARCHITECTURAL ROOF SHINGLES AWNING Nk343WS— fi''r ri IIJ. ' I xl (4 � ! 11 It' �i _4iI If t I' 'i , y'fl' 1111 7fIJ 1j EM ON;TR,G MOTORIZED' OPERA. - - _ - _ RIDGE EL 11' 2" 1� 11111 11Il _ I1rI I LOFT L 8'-1� F — - - I — - - - - - - - - - _ _ LEFT ELEVATION I SCALE= 1/4' =1 -0 - G, '' ' >.., FIRST.. .FLOOR EL• 0'-0" A.F.F � . . '�, i � - _ ' - . _ _. ... -� -_ -_ _ - _ _ _ _ -- -_ _ _ - ALUMINUM FLASHING Y"- _ - _ _ _ - - AT SHED ROOF AND WALL - - ROOF CONSTRUCTION "•' ARCHITECTURAL GRADE ROOF SHINGLES AND FOUNDATION 6"X8" A TREATED I' OUTDOOR SH WER AS SELECTED BY OWNER- OVER 30 � ANO FOOTINGS LUMBER OR 17ACHDECKING PROVIDE SCR N SATURATED ASPHALT CONSTRUCTION PAPER - SUPPORT / ATTACH TO WALL CLOSUREON OVER 5/8" THK. EXTERIOR GRADE PLYWOOD SIN 6" CCA POST 2 SIDES-USE ( ) SHEATHING- USE 2X10 ROOF RAFTERS 016" JEW CASEMENT PRWOE 'B" DEEP WATER PR00 O.C. -( ANCHOR TO WALL WITH HURRICANE - - YANDGWS q C1IEC HUNKER ..11 SHEATHING AGAINST HOLD DOWN CUPS BY SIMPSON. ` _ EXTERIOR WA FOR (PROVIDE 6" THK. BATT. INSULATION R-30 ) WATER PROTECTION (OPTIONAL ALTERNATE- STANDING SEAM COPPER A-A P-D ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES ' - j :CELiAR EL. MINDS(8'-t1 M� .F) T__ _�� -- -- (OPTIONAL ALTERNATE- STANDING SEAM COPPER-_7\ ,ar iii^—` ROOF IN UEU OF ARCHITECTURAL ROOF SHINGLES RIDGE HEIGHT EL. 20'-8" A.F.F LILL4 ROOF CONSTRUCTION -LAYON GABLE �� Ila - ASCSELECTED ABY OWNER-L GRADE OVER SHINGLESOF 30 ) 1 1 1 4'OIIpRETE PIF)R FCIO11N0 FOR_ OVERR5/T8 ASPHALT RADE PLYWOOD '; Ir' ' , ` I I ILl,} `, ' ;I .�11 1 + I j I[ 1 v - - PD1 Tr OUT'1DODR' SHOWER SHEATHING- USE 2XID ROOF RAFTERS 0 16" I,'T "I� 1 I - I � ( I'; l 1+ ' l 4 1 'II u _ ANIVSCREEN' WALL WTH ' + �� � I' J LI. T r HOLD DOWN CCQIPS BY S MP pN, HURRICANE , (PROVIDE 8" THK. BATT. INSULATION R-30 ) - - IRIDGE - - UPPER LIVING ROOM 2 - AWNING WINDOWS— at EL - - - - - - - - - - - yll, A 3 REMOTE CONTROLLED MOTORIZED OPERABLE EL 8'-11" A.F.F. Y1r, --- - - - --�-- - - - EXISTING FASCIA _ BOARD TO REMAIN r 2'-0" - - - - - - - - - NEW PICTURE -,�— _ _ _ _ ... - - - - - - - - OWS SEE - REMOVE EASTMG SIDING AND REPLACE WIT - - - --- - FIXED FIXED -- - SCHEDULE a - EXTERIOR FINISH- CEDAR 5 EkP09ED SIDING OV$R - - - Jz - -- f 4` SATURATED ASPHALT CONSTRUCTION PAPER ! PROPOSED FOUNDATION AND FOOTINGS - . FIRST FLOOR EL. 0'-0" A.F.F • - NEW CASEMENT WINDOWS SEE SCHE 1 EXISTING FOUNDATION WALL OPENING^ PROVIDE r " NEW OPEN WIDE SWINGING GARAGE DOOR OPENING-AND NE TO REMAIN 5'-0' BOOR 1 , 1 T EL �AT10'N, CELLAR EL. MINUS(8'-11'"8.F.F) SCALE= 1/4 �1'_p" �._ 1. ,r ' T, /IFIDRESS d( t)WMBIR ARCHITECT REVISIONS PRINT LDC: DRAWING TITtE DRAWING NUMBER: er n •. 1 ni4" ' _ ., _�._ ,SUN l� - a Q � �v dog N� ,EISR IA 1 �� E.'A. � 4 "I ILL yrJW A � � d - �tl 58 JlL T DRIVE SAr1fL E NEW YORK 11782 FLOOR PLANJ L I m I - TEL.: 1--683-3343FAX: 631-563-,3343 �kh Y", (. k NAI •4 I - _ _ in d � 1 ! ' 1 ' rrv, - �'k .�._ . . �. _ -. I �, r�'I_ as-7 'Frv�.'µron• n 1'Pr'ti �l k ,Irn1` nP K '- F I fel 64 n _ FtQN" WALL " 10 'fHK U .., @lad tM use 1�" DIA V' THK. CONCRETE 6 i qSLAB .� ' TB"EKISTINXG FOUNDATION WA LL SPREAD FOOTING 1-'O" THK. k 1'.4' WADE USE 3,000 PSI CONCRETE 6 2d DA'hit'' USE 3 N 5N VENT "1 171_6:, � BARS ._ THR ROOF 3 TOP OF FOUINDA PION WALL USE 3/4" DIA STEEL 2 1/2" DIA BL. J'–O" OIELOW FINISHED RODS AND DOWEL TO FLOOR —ti� EXISTING FOUNDATION WALL EXISTING / VENT REMOVE EIISTiNG STEPS s/ THRU ROOF a - NEW VENT UNE T EXISTING RETAINING —�'"– WALL TO REMAIN - w1 �,�1 , + ,0 2' DIA TR�2 r PEDISTAL SINK Fk 2" DIA — C.O. VENT { I -0r 2"DIA. USE 3}!4' T�IA 1oTEEL. � a r RODS AND D6M�E1. TO y ' I { I Ji III NEW NEW EXISTING f.WNgATiON WALL I - { III •� / WATER CLOSET TUB F 1A` NA X 4't0 PEEP - � 'I •. r— PROVIDE NEW COLUMN SUPPORT i i II b�l J' PROVM 2, ftE GOANtNG 'W, I:..� UNDER EXISTING G1 DER r t 3" WASTE LINE 7R AP IC-BETE :PJ0.7tJ071N�i 1 EXISTING F�WNDATION t i USE 3' 1/2' DIA X /4 THK. { { III �j Irl FOR P(�T'SUPPISRY, - .',F 'OJ IAW![. $PliGE. 1� t I _ r LINE OF PROPOSED I EXISTING t, ,r-rm,91TE1. COLUMN OV1DE , 1 1 2" DIA.uSE2gSb0'P,SI' CONOFtTE VEN11LA7foN-.8' PEEP i A 16" % 16' %6" T11K. CONCREIF { BDW W NDOW SEAT LINE TO KITCHEN /0T1NG. ABOVE III Z J SINK 2" DIA ---� o T l NESSHEXISTING FOUNDATION STALL F.A.I. .. ADNq � ; , f / "EXIsm t ��1�0p�iEPROVIDE2 1/2' DIA 5" WASTE LINE VIDE NEW COLU SUPP T - - iiyOE GARAGE HOUSE TRAP ER EXISTING $ o AND NEW USE 3 'I UTA X 1 GS1EEl COLUMN PRO TO SEPTIC TANK 14' ��(f 14" XB' THK. C(JNCRETEOOTINhr: ' i F ,, ... ISI fIN FIELD - I, , GGSTIMI, _ ________j y'I I V __________r _ �, _, ____ �F STEEL �E' kU 1, VERIFY SAW CUT AND REMOVE t '�, PLUMBING RISER DIAGRAM ; _ _ }+ " IN FlEU� t tr t o _ SAW CUT AND REMOVE { 121 1' !,1�"X16' CONCRETE SLAB 16"XYb`," CONCRETE SLAB - N FOR NAY( COL. AND FOOTING FOR'NEW COL. AND FOOTING ( II 1 k: t r EXISTING DOOR TO REMAIN 1 � t} kt GI zl f CELLAR FCIUPt'QATI�QN PLAN I t - - SCALE= t/4"-1"-,0" h , � I FAff L, F r ' Ayc- l uk , rI A y a+' ,. f ` REVISIONS PRINT LOG; n DRAWING TIRE DRAWING NUMBER: u JOB NLWe,R ARCHITECT JUN 11 Luuw_ 24. t:� t 'Ri ��'. +��R �GwLl A. HAASE R.A. f if NEW.; + ; 1 ?9' � 8 .�LILOET DRIVE SAYVILLE NEW YORK 11782 FOUNDATION PLA A - 7 ' 9t.: r � , ,—Tom..,_._, ' trr.. TEL: 631-563-3343 FAX: 631-563-3343 I SS i a H s ' Iq if rr F Pv rElf `t DOUBLE UP ON EXISTING EXISTING FLOOR FLOOR JOIST JOIST FOR ,HEADER ��, Jasr ry 4;11 z _ 0-2. - I I I 1 15 r6" I I I I FLOOR JOIST , i7r I 17-4 �H vfn PROVIDE NEW HOLD DOWN n it I I I I I - , FLOOR FRAMING ?'-7" HURRICANE CLIPS Q RAFTER I MObNEW HOLD DOWN _- ENDS BY SIMPSONSEAT-TIE III I E RI O I I Ii1 I IiI ^o BOX WIN DOA W EAT TIE B2 A- 1C DSsA, AR TO FLOOR J0135 T FOS(HY SIM MIN. 3'_0" RAFTERS TO REMAIN- BOARD OVER RAFTERS. PROVIDE 6' BATT. INSULATION US SIM SONIUSE 1/2INK. GYPSUM- to ___ BETWEEN RAFTERS. I I JOI T H NGEI)S I ' I II � I I I - - -- ,. --�- - I NEVM WA I I I -. J 1,, EXISTING HEADER PAgDTIOf4 I 2-6. 11 OTO REMAIN GE DOOR h _1 _IL 1e�L I D GAN-r d 'i E DWG �° cgTHEu►tAL yeILI4G-iI—II n A-17 1,2 FOR d REE//AAOVE� EXI��((71NGIGYP. 80. - , FLOOR FRAMING - N STAIR DETAIL fb 1 ' I A�1D Cl EAN TING . I Ipr I ,RE OVEf EXISJRJG �YP. ISD 1 ,1 B ILT UP Np COL. t 1 I BOX WINDOW --I--.-{--F-#'- o SEAT-TIE BACK i AN CEI11 ING �I01STr JJ 3 ,FLU H ADER N-0' I m I I 1 1 I I 1 I I TO FLOOR JOIST I I I I M' I, �0 4� W$E. �(1N iv c3' t,i' I MIN. 3'-0" A"A -� -�- -�- p � al 11 _7_1 -I - I - I -�- -i q A-II I A"I J f (I I I Els• IIt L a_,; -D" �+f, 1 1 1 1 1 1 1 2 LUM o �' �— BUILT U 1 A-13 FRAMING EXISTING FLOOR JOIST AD CARRIES q� C _ �r 'r N C UNJ J014 I I I 1 'SF'rotAILI S 'B' U 2 016' 0 neo _ - EXISIINQ�BOOF . - ' 1 :f ISEE FRAMING DETAIL {' \ kAFT�RS'''7O REMAIN,- THIS DRAWING I USE 1 SWR RAFTERS. �,5�-1 ✓r '. � 0� E I ro I - pR�S &A1T._ INSULATION �� I SUI T- 1 I COL N5 ' BE _ROVERS , r - f f I f ' TO ( E t I I SEI DETIL 2�A II I I I I I I . BUILT',IIP WD`'COL IK%T ,,.N �'Y,p RLMAII %8 1' "'. 0. AT111C SgACE I I I I I I l I I —EXISTING CEILING BOX WINDOW SEAT { I I I I I I I JOIST TO REMAIN �E ® II A-8 SCALE= 1/4"=1'_O" IBAILI AND HA�EDTO�REM AIN 1 I I I ci I I I n WI' FIN. FLR, RE1 �'-'11 1/2' - _ EXFSTIN6 CEILING 2 (2X,0 HEADER ) " 1 1 1 1 I I I I I I I i JOIST TO REMAIN REMOVE EAST,NG„6(JTRY -- ANO EXTERIOR' WAJ.I, 2” RECESS NEW EN70- _ SEE FLOOR PLAN —�-� �- T i CEILING AND OFT �FR�1'�tIING PLAN- '° 2 6 1:' Imo- SCALE- 1/4'=1'-0' b 2 0 b 4 dr/1 AI 5 1/2" +I 4 BUILT-UP HEADER BUILT- UP WD. COL. a , A-g w � J� w ADDRESS - JOB NWM'BI}R ARCHITECT - REVISIONS PRINT LOG; DRAWING PTLE DRAWING NUMBER: R C o N7RA� r ' iv Joe NIJII fiR A. HAASE R..A. JUN � i � . . 04,-, 4L NfTU'CK- N ' �t! FI ', 1� __ �$ �11 } ET D'R1V€ �AYVbLLE NEW YORK 117$2 L©F I FRA'11"fVG PLAN — 8 TEL: ,6&t--563-3343 FAX: 631-563-3343 9� unpsa� I J - - _ - r SOP i F mr, iiy14"* i!$i'"" E e r I iq Ie � i 'T' r y) T, u 1 f1 ROOF CONSTRUCTION ARCHITECTURAL GRADE ROOF SHINGLES AS SELECTED BY OWNER— OVER 30 ASPHALT OVERSATURATED 5/8" Ill EXTER OR GRADEDPLYWOOD SHEATHING— USE ZX10 ROOF RAFTERS 0 16" O.C. -( ANCHOR TO WALL WITH HURRICANE r - HOLD DOWN CUPS BY SIMPSON. - (PROVIDE "8" THK. BATT. INSULATION R-30 ) IY "�• r (OPTIONAL A LIEU OF ARCHITECTURAL ROOF PER ROOF SHINGLES BUILT-UP STI, COLUM A-11 SEE DETAIL 6/A,-14 8UILT-UP STL• COLUMNS SEE DETAIL 6/A-14 „TI , _ - 12•_4" 17 6" L 17'-4" - BUILT-UP C01 511 F Ery' SUP; FON.' - - BEAM " 3'"� _ 2-7" (OPTIONAL ALTERNATE- STANDING SEAM COPPER 1•;I - OUTR(( RI/Si,URPORT 2 : 2' ), ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES •, AND•b*RIFT OUTRIGGER/SUPPORT AND BRACKET COLUMN FOR GLUE-LAM `J 5tIPPORT LOW RIDGE EL 18'-8" A.F.F. 1r 11 ' r' a. I � i1 ' ti kar _ r--- IIT 1f 4 _r r �� I lf• 1 I f a r i(2.0G-P�LAM LV 1'6 ,X 1 'H9 -'t�LOAD TRANSFER BEAM 11li' EL'-1 I . ILLL I Ir;l ICU l� I . fit t I , :, �� If ' I il !: 11111 -I - :. 111 I I l J I • I;• j �{{ BATT, OF 31'UE-LA 'EL 1 -4" A.F.F. ' E'14[ 1 j11J .1I- i1 Ir r II r� 1 :lil � II 1 I Irl 1 1 I I} rll 1 1t { I J 1 FIJI I1I111I fy ';5� v ' r IfL . 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JA7- t�i^I,��i + �r - t L -• R _ RIDGE VENT 1 r< h P rt T i�,r 1111 lI1' � w 41 '.0 �. 1 ��f" I L'} � Lt, IJiI �l�•,i � .1 1 : �� I: II 1 I 111, I I 1it 1r r I 11 ' 'LL I T 1 r 1 1 1 iBUILT-UP - 1 j� .J,T� IJ�t " 16.rIiL('Tl�tj 111-, f r�l� CI+ : 1111'111 11 'I I' `� 1 L- . iil �J• I, I 1 - r 1 �'I 1 REMOVE EXISTING ROOF SHINGLES FfIt �( I rl rt'`11(l�l..{ EL 11'- P EAdt { it 111 1 711 '' l �.I -. 11 AND REPLACE WITH ARCHITECTURAL I 7C l�rr4 I 1 ti�. 1.. 1I 1 1 I GRADE AS SELECTED BY OWNER i11� Lid v ' IJ Ir 111 ,1 1rr 11 I '11 l '{ 1 - 11 k f >rl� i�11i ( r1�} >i 1 I. nil 7 4L 1 r 1 jj 4 "I i f 11 t 1 I ullyrl 11; Fr r 11 _ 1d4 1)i�l �Thll ftfrLj 171!I ' L IL. 1 I �IT 1 n LII 11 1 11, 1� 111 1�It 1 � "`1 � 1 rc, 1I, J I ' IL 'II I Ir-jJ piI_ �� l II II� IJ.?Il�i'I 1411�1 '.L�� JI�1,I,i llYli II 1,�J 111 -ii1 Il I; _ j - Jd , I � 1'.r 1 .'IL A' J 17111 is I' " `�, • rl li �1 , � 1LT r � .`!I" 1I Lr�J,I fµ11I � �� 4 1Y 'I 1� " 1ti . lIJ1 furl _ IJ x „ 1 -II 1. �,II ' LI LL�` � t•, 2 t .r. 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C ROOF CONSTRUCTION ROOFSTRUOTION" LATDN "GABLE IIIA II ', A-17`� ARCHITECTURAL GRADE ROOF SHINGLES AS $ELECTED BY OWNER- OVER 30 # AITCH) '1 (R'AL 1 RDOP SHINGLES SATURA'1ED ASPHALT CONSTRUCTION PAPER A$ 'SELEO D eY O ET{ OVER 3p # " OVER 5/8" THK. EXTERIOR GRADE PLYWOOD SATURATED ABPHALT QQNI$TR04,T N-RAP,,,Eft, SHEATHING- USE 2X10 ROOF RAFTERS ® 16' D 6J8* THK: EXlEIDN GRADE' PLYWOOA _ #AT'$IING— kISE 2Yi10 ROOF�Ri1FTERS,'�{t " - O.C. —( ANCHOR TO WALL WI-IH HURRICANE " UVr ^"Yr' KNOHOR 7'Q Y!A(:L M7AH'fLURR1OANE - 1, HOLD DOWN CUPS BY SIMPSON. 1 - HOI4P:DRNIN GL1�+5'dSY SIMPS(iN.'. (PRO)ADE 8" THK. BATT. INSULATION R-30 ) 1 '(PRiD pE'B' "IHk. '8"ATT INS1,�I;A IQM fi-l/Q,I,),^ (OP RONAL ALTERNATE- STANDING SEAM COPPER ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES PLAN to 0 to sc'A'iE= tea"=1'-0 t; I 1 1 b� gD13Rk5S JOB NUMBER' ARCHITECT REVISIONS PRINT LOG; / DRAWING TITLE DRAWING NUMBER: ,� - , 1120 E• tir, I.. 204fl ENTR�'L. DRIVE JOB NUWN�ER'�, ATTI tIJCK_ NW1 Y{� 2K, 1192 _ 58 �1L6T DRIVE SA1"VILL� , NEW YORK ., 11782 ROOF FRA ,41NG PLAN , , TEL., 6317563-334-3 FAX: 631-563-3343 1J OF i v r . r 11 t d v ROOF CONSTRUCTION - - .. ARCHITECTURAL GRADE ROOF SHINGLES L AS WED-BY OWNER- OVER 30' 5JI'fUR" 3. ASPHALT CONSTRUCTION PAPER w : 0YKRS1TH EXTERIOR GRADE PLYWOOD USE 2XIO ROOF 0 } 0 C* ( AyCHOR TO,WALL NTHAFTERS HURRICANE " _ - - HOLD 4 ONI�I'�C ' CLIPS BY SIMPSON. ` 1 CONTINUOUS RIDGE C_G (PROW 8' THK. BATT. INSULATION R-30 ) _ VENLA'-II A-11 " (OPTIONAL ALTERNATE— STANDING SEAM COPPER f ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES I " II 171 "_ 17'-4" (OPTIONAL ALTERNATE— STANDING SEAM COPPER - - I ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES - IE - - -•. 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ILII �, I ' 1 C 1 4U;ill�{ 1,I i J i- n 1 _ t •n - 4 } ; _ r r l ' :I _ (tl� <-- ' � - � ,I,_ II (TIL-,i,l� .�1,t1 II ,.. , z, s. - i.� - , ",i f " L ,f I� -I 7 T - �J.r a 1, If t � � '. )}'- 4� _i If I1`� f�J i.l J 1 � ?T , 't..G � t ' .(:7 � .�I : _r , � I f _Ii ` -r I'h Il I�' � l� ,l" k ��� I I' :I �i, d 1 ..--i 'Z i- ! I' - _ f.1 I v -ter I !_ , 1 - ,1-f 'i' I Y I jrfr }} It+ II--rrHT ,iLlfl I `-_t. L �itIi lllli CONTINUOUS RIDGE a1 11 1 c r r , r �{ _ r� L l _ .i IY `r 7'- - A VENT. 7 t J ,� ix,I �1� 11, {'(� .rill f i 1I, Ir II 11 y y 4 3 f Ilflr Jb�- 7i I,i il '11 Ilr 1'. I: I ' i IIS Iln - li _II�Ir�tii lt� r I�1. X14 d r. II �L ( �i; ,may} {[..., ,Ilrfl It( lu li - ll L�' I' Ili- ILIy,l f 1, Fly rLJ,)I�L LLi)'fl l�i„Vl �.,, IIII I, ': i! I � ('. , yl. I l ,l)LI `-(I' .I I .Lf- IJ;i Ii fil },il I'.11'II' �• . _r) rlr C _ II, rll �4 IJ �� � I JI�i LJ,,,I .rylll . 11,1,-L�. I 'tl l ,1 1. 1 I ylr f I-, . , l r r i. y ! * w r I l I , t WEND ONI g, TION ANp tm1lMNfr3' Fl-AI ARCHITECTURAL ROOF SHINGLES O-G PLYWOOD AS SELECTED BY OWNER- OVER 30 N ' ADE p11 A-,C2 SATURATED ASPHALT CONSTRUCTION PAPER OVER 5/8"t"Ir r 5 EATH NG-¶USE K. EXIOIROOF OR RRAFTERS 016" - r -- - O.C- -( ANCHOR TO WALL NTH HURRICANE ROOF OONSTRUO AM GABLE; HOLD DOWN CUPS BY SIMPSON. SHIN$IlES (PROVIDE 8" THK. BATT. INSULATION R-30 ) - - $ 0 BY OWTIER O 3B IY, (OPTIONAL ALTERNATE- STANDING SEAM COPPER TUIwATED ASPHALT ¢ONSTR TWN' 1 OER ROOF IN LEU OF ARCHITECTURAL ROOF SHINGLES O4ER � 1Mk,, OTERI 'GRADE PLYWOOD: :5H51TNIN�;-'USE 2t( b'''RCiOF RAFTEI4$''@'lb' 0.11 -( ANCHOR TO WALL WITH HURRICANE HOLD OOWM ,CLIPS BY SIMPSON. - ;E,, (PROVIDE 8' THK, BATT. INSUL�IIION R=30 :) PLAN SCALE= 114"=Tr-C" II - - n r , 1 — 1 il REVISIONS DRAWING TITLE DRAWING NUMBER: , f�4Q/�t�I � � � Abt1Rfi�S„ � � � ' 'JOId ARCHITECT � PRINT LOG; Al , �' - . 2-.b4 -C -NIRA . DRIVE- � � � - JOB NUMBS GLENN A. HAASE R.A. JUN � � �n� MIXTfLTUI � Y,,ORkC; 1195 - � 58 dULBL'T DRtV€ SAYVILLE NEW YORK 11782 I a ` ROOF PLANA 1 0 I TEL: 631-563-3343 FAX: 631-563-3343 �.y r v�.a>PA1 - r P " - ROOF CONSTRUCTION ARCHITECTURAL GRADE ROOF SHINGLES AS SELECTED BY OWNER- OVER 30 111 . _ SATURATED ASPHALT CONSTRUCTION PAPER OVER 5/8" THK. EXTERIOR GRADE PLYWOOD - - SHEATHING- USE 2X10 ROOF RAFTERS 0 16" OIC. -( ANCHOR TO WALL WITH HURRICANE HOLD DOWN CLIPS BY SIMPSON. (PROVIDE 8" THK. BATT. INSULATION R-30 ) (OPTIONAL ALTERNATE- STANDING SEAM COPPER ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES . PROVIDE PVC. - RRIDGE VENT CUT BACK A ORABE, OF SHfOG ES PLYWD. SHEATHING 2" ROOF CONURAL RA AS b. 9Y`$WWER OILER FROM POINT OF RIDGE. FLOOR CONSTRUCTION ARCHITECTURAL GRADE ROOF SHINGLES H SATU(2pTE0 Aa'"PNALT T ,U.CT{RSW,PAPpt FIXt AIR VENTING FINISH FLOORING AS SELECTED A9 SELECTED BY OWNER- OVER 30 q OVEIM, ; , T LXVIICjOD BY OWNER- OVER 3/4" THK. SATURATED ASPHALT CONSTRUCTION PAPER THX 'EX' GRi(DE p OVER 5/8" THK. EXTERIOR GRADE PLYWOOD k n SH .- J;(r,1E yD111 ROOF,R S 0 18" PLYWOOD SUB FLOORING- USE -A �_p SHEATHING- USE 2X10 ROOF RAFTERS 0 16" r O Q -(:i 0 1+Q'WALL ,WITH.HURRIOANE A-II A-il 2 X10 FLOOR JOIST 0 16' OC. O.C. -( ANCHOR TO WALL WITH HURRICANE SEE FRAMING PLAN. A-It A-12 _ HOE,D DOWN 4PS�8Y.91MPSPN. I HOLD DOWN CLIPS BY 51MPSDN. i - - (PROVIDE 80� hIK. :DATT, INSULATION R-30 ) J MM 3 (PROVIDE B" THK. BATT. INSULATION R-30 ) q_D (OPTIONAL ALTERNATE- STANDING SEAM COPPER REMOVE EXISTING ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES RIDGE AND RAFTERS WALL CONSTRUCTION- CEDAR SHAKES (SILVER) WITH 5" REVEAL- OVER 5/8" THK. IT EXTERIGR GRADE PLYWOOD SHEATHINGS. x _ RIDGE HEIGHT EL. 20'-8" A.F.F ALL EXTERIOR WALLS SHALL 8E 2X65 Q 18" O.C. RIDGE HEIGHT EL 20'-8" A.F.F . i x SPAN BRIDGING INSULATION R-18 PROVIDE TOP OF HEADER EL. 9'-7" " N ` NTH 6` B SUL u, MID 5'XISTING RAFTERS, , -- _ FRAMED PARTITION Iri ! 2X8 LOW RIDGE El 1B8" A.F.F. ANO 5HEA TO REMAIN ' NEW AWNING WINDOWS v t ,R 0 EXISTING'ROOF � '•T' '11. ABOVE LOFT BEYOND - -r LOFT '�i,r r, TOP OF HEADER EL. 7'-4' FASCIA - USE 5/4" % 10' CLEAR PINE - - rn, � 'm, S 'i x '� Y ABOVE LOFT LOFT WITH 5/4" X 3" BATTER BOARD _ -_�- -U __ U�____ ''7 ATTIC ACCESS DOOR �pp LINE OF EXISTING r - - -- IL -$ 3'X4' PROVIDE PASSAGE GABLED ROOF BEYOND "' , -=11- MATCH NEW ROOFING DOOR HANDLE AND II 41, BOTT OF GLUE-LAM EL. 13'-4" A.F.F. M}''. IUIro J01 T B�16' ,� '1 ; E . X .. NE GE _ _ � (2 ) � I I LAYON GABLE OVER GES I BOTTOM �OFCE LING,EL"12! I BOtt. OF ,i GLUE-LAM ENTRY I IT - -D` APS, v 'r; r ' RIDGE EL 11'-2' II \ I EL. A.F.F.A.F.F. J BEDROOM/$ 8AT'T. R4+ 1 - 3'70 _. _ '- 'r - . . _ -. _ 2X8 RAFTERS � � I // _ �\ I PROVIDE 'U11- - CATHEDRAL BOTTOM OF - ACH.10VT4-EAI&TING' - — -_ _ BOTL OF CLUE-LAM EL. 10'-4" A.F.F. 06' D.C. LAF"f EL 9'-11•I —IF- CEILING GLUE LAM EL { w� Il1C{G' JlLkl�' _ - u HEADER BEYOND �' - o A,F.F. - � '0" A.AF_- _ - - 6kP:BD''�""- "" ' . "' " ' ""-" -_ FT EL W-11" A. .F. '�: WALL CONSTRUCTION- CEDAR SNAKES I k pn it - _ rte- `�' ((SILVER) WITH 5" REVEAL- OVER 5/8" THK. II -- - - CH --.- EXTERIORGRADE PLYWOOD SHEATHINGS. GABLED AR _ m OUTDOOR SHOWER T ALL EXTERIOR WALLS SHALL BE 2X65 0 16" O.0 DASHED LINE PR VDE N XI TING ED 3 2X10) 3 2X W7 6" B SU TION R-19 PROVIDE O SCREE E S ROOF ( ( TH ATT/ IN LA_I III I� _ EXISTING WALL CLOSURE ON � FRONT PORCH HEADE HEADE CANTILEVER � L "' ;' I MID SPAN BRIDGING - it f II,, II;,I� GABLED', ARCH CEILING JOIST AND d-4 2 SIDES-USE , - I �i r j I, II ' �� :'1 I I L FACE �'l l t WATER PROOF o ' v i� �. i ' � wi ' I 1 1 � �- .�_ it I� NST NEW H ER- '�. __ GYP'.BD. ; ' EXTERIOSHEATHR WALL IFOR NG. AGA ENTRYOOR NEW BEYONDNDOW .n WATER PROTECTION } I III 11 L l l ' I l i i AWNING WINDOW L I EXISTING 1 n 'Ir I !II FIREPLACE LIVING ROOM 1 �, lPRS? FLOOR_Jr Q & :A:F.F I� y, �_' � II , -� I� III - - I FIRST FLOOR EL. 0'-0' A.F.F — ' '--`- ,., FIRST FLOOR EL A.F,F APPROX. GRADE EXISTING VE 6XISTING . STAIR TO CELLAR PROVIDE EW FINISHED FLOORS AS '2 (2X5)TREATED LUMBER P' TION9 APPROX. GRADE SELECTE BY OWNER o SILL PLATE ANCHOR TO IEXISTING Y. FOUNDATION WALL VAili i/2' EXI GT@IN, CEL,. AR � CELLAR EXISTING CELLAR NEW SPREAD FFOOTING 4'-G" D.C. 'I II FOUNDATION WALL ' - CELLAR EL. MINUS(8'-11"B.F.F) 10' THK. CELLAR, EL _ I - � � USE 3;000 P51 CONCRETE ' 0 20 DAYS- USE 3/4" DIA B'X8" CCA TREATED I DOWEL AND EPDXY GROUT LUMBER FOR DECKING TO EXISTING FOUNDATION WALL - EXISTIMG COLUMNS' - F08ST1NG"C(pLWMNS SUPPORT / ATTACH TO VERIFY IN OLUM WRIFY 1N 'F4RID 6"% 6' CCA POST - NEW4PLUMN T0, NEW COLUMN TO PROVIDE 6" DEEP SPREAD FOOTING REINFGRCE EXISTING BEAM REINFORCE NEW LOAD 18" DIA X 4'-0" DEEP GRAVEL UNDER USE . ,600 PSI X 1'CON WIDE CONCRETE PIER FOOTING DECK 28 3DAYS- USE 3 NO FOR POST SUPPORT BARS BUILDING SECTION A�"�� USE 2,500 PSI CONCRETE BUILDING SECTION B-� B - - SCALE= 1/4"=1'-0" SCALE= 1/4"=1'-0" 3 1 r ' ( }t` JOB, N!UMBBR ARCHITECT f REVISIONS PRINT LOG; DRAWING TITLE DRAWING �NL,1)ARER: I p IlIN 112 f �I4Q CF{ aRt DRIVEroebMe�RhbN A. W +► ''''1 .��4. !� 119�2 � � 58 JIjLBET fJRiVE SAYVfLLE , NEW YORK 11782 , FLOOR ESR PLAN -*-- 1 �A ' 0 NEW YORK; TEL! 631-563-3343 FAX: 631-563-3343 �F h II I r6 ,b�ytr 1 SII J, 1 qtr r'`5i A e . c Nh � S Y+t 2"%6' FRAMED WALL ! ' e F -�. USE 5 X!3"" 4" �{ 1Q; GLEA'B' P COLUMN ABOVE GLUE-LAM is 61 W 5/4 SATtW BOARD ALUMINUM FLASHING BUILT-UP WD ' AT SHED ROOF AND WALL 1 ¢ NS UG'BgN RIDGE HEIGHT EL 20'-B" A.F.F - r AL <,♦iM)E#'tv�r';Glx$ ROOF CONSTRUCTION _ AP R - ASCSELECTED A13Y OWNER-L GRADE 0 OVER OF SHINGLES 0LES N —� N RIDGE HEIGHT EL, 18'-8" A.F.F �' - SATURATED ASPHALT CONSTRUCTION PAPER SHEATH IN USE 2XTD RDp RAFTER§ 0 1A" OVER 5/8" THK. EXTERIOR GRADE PLYWOOD GLUE LAMB BEARING ENDS TO CHAR.TD WALL WITH HURRICANE SHEATHING- USE 2X10 ROOF RAFTERS 0 16" BEAR ON 2"X12" OUTRIGGER '14pLp 00 4 CUPS 8Y SIM, ON. O.C. -( ANCHOR TO WALL WITH HURRICANE (f'B9V02 r THK. QAIT. INSULATION R-30 ) �`� �" 4' HOLD DOWN CUPS BY SIMRGON. ~ A"12 A"11 (PROVIDE B" THK. BATT. INSULATION R-30 .I I CAL TE- TAND POPPER ) sr410NA 96RNA S INC- P LIEU OF ARCFIITECTUIlAC ROD � WGCES � (OPTIONAL ALTERNATE- STANDING SEAM COPPER - +I E' S� - 0 ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES e EL. 13'-4" A.F.F RIDHEIGHT;EL. 20'-6" A.F.F -------- ------- -------- - -� itl r,r+ . LT—UP WD 2(2.OG LAM L 6"X 1 41i) ( L TRANSF BEAM 3 1/4" �r x1 5 BUILT-Up .r, COLUMN TT. OF UE-LA EL 1 A.F. _ BUILT-UP WD r LOW 00K 'EL J8`-8" A.F.F. �, " AT% ACCESS OO�yR ;� 20 4" COLUMN $)14• PROVI[I( PA.�SAGE FASaA USE,5/4" X 6" Q4AR PINE DASHED UNE DDPF H OVIDE ANI,h GLI JE LAMB BEARING ENDS TO WITH' 6/4- X'3, BATTER BOARD .;=_/, 'REMOVE EXISTING HINGES —a it `•� COUNG JOIST ANO A BE AR ON 2"X12. OUTRIGGER r EL 73 , 4 STE EL COLUMN I " A.F.F '�: //Jas \ �'�� I FASCIA - USE 5 4" X 10" CLEAR PINE _ -- _ WITH 5/4" X 3" BATTER BOARD \ 2" DIA STEEL POST RAILING BUI LT UP xJ WITH OAK HANDRAIL �� ., FASCIA - USE 5/4" X 10" CLEAR PINE 'n I �� NTH 5/4" X 3" BATTER BOARD BUILT-UP I / 3/4" DIA STEEL PIPE STEEL COLUMNL/ FIRST FLOOR EL 0'-0` A.F.F + 1 3 X8) cxa 7 DER 3 ( X10) INTERIOR ELEVATION - CURVED WALL FLOOR CONS RUCTION HEA ER FINISH FC00 LNG AS SE CTED BY ip Imo- Vg(2,3/4" K. �"� PLEA DSU FLOORING USE SCALE= 1/4"=1'-0" .3 21110 FLOOP JOIST 0 IW OC. EXISTING SE0FAMINC PLAN. PORCH FIRST FLOOR EL, O'=0" ArF,P - - i .,. INS RAILING POST ANCHOR TO 2` - 2 (21(B�REAT£D iUMBER 'a STRINGERS USE 1/4"THRU BENT STEEL PLATE- i. EXISTING FLOOR FRAMING •_n BOLTS SILL P,�ATE ��� � � BOLT WITH 41/2 DIA. . pFOt�1UrNADyApTION WALL W�yITH 1/2" ' NEw"9PR6T a NO',.K'-0` O.C. EXISTING CELLAR R 9rnc G', 1p'-1p" NEW COLUMN TO—� - - REINFORCE NEW LOAD 13 TREADS 0 10" EA. OELLAR_Ei, .MINUS(B'-11"S:F,F) V - CONTRACTOR TO COUNTERSINK STRINGER 3/8" DAI 50ILTS 2 ( PER EACH _ SIDE OF TREAD THRU STRINGER) I AND PROVIDE OAK PLUGS -AND PLAN GLUE INP ACE t h BUILDIM .ECTION, C'r-C A-12 USE 2" DIA IRON PIPE SCALE 1/4"=1'—O POST- ANC OR TO STRINGER2" DIA VERTICAL WITH STEEL STRAP-ATTACH STEEL 2" RAILING POST i r,t1/2 - - 1 i - - 2'-2•' STRAP TO STRINGER WITH ` DIA. ULNEN CLOSET THRU BOL USE 6 BOLTS .50PEDAST L - - _ SINK - - / 1/4" THK. STA PEOASTIL LI ' SINK PLATE FOR RAIIIN SUPPORT- S _ m O y BYj 1110 IT It F1 otraYQR.NVTE O ' NEW°CA$ WENT *NDOW `, ;+ � 3"%14" OAK $TIQINGERWITH d 12" OAK 3'-0 o GLASS EABOVE STAINED E�,;91IA' }UN "'� EL:EVA"nON TREADS-ANCHOR TO 3 CONTRACTOR NOTE 1GER WITH 2 1/2" NEW CASEMENT WINDOW X2 /2" X 1/4" THK —WITH LEADED' STAINED _� L ' , ? - '✓ GLASS AQOVE STEEL ANGLES ANCHOR TO 1 'I STRINGER WITH DIA. STEEL BOLTS 2 3/8 . - - LINEN CLOSET--,,,,,., LINEN CLOSET A n RAILING POST ANCHOR TO r LATE- THRU 3/4" THK PEDASTAL STRINGER- USE i/4' THK. ,SHELVING w,' WATER ❑ SINK BOLT WSENT ITH 4P/2" DIA. . jan8+ �' .PEDASTAL'.- Q CLOSET BOLTS o SINK . SHOjO L, A212 SELEVA f Y 'N' SEC OVE ION DETAIL AM ppgkApE DAME BOASO ' STAIR PROFILE `b uN RAISF�1,TuB , , !A7 +1 SHOWER I: i - • ' STALL ELEVATION -IZ SCALE= 1/4••=1•-0" rr(11 * ,,+ E2OT .AQBRESS UOB ,NUMER ARCHITECT REVISIONS PRINT LOG; DRAW NG TITRE DRAWING NUMBER: D , RR.A. �P z � t1 ENN A� HAASE R. CENTRAL DRI aoe.Nupl' ATTITC�C NEW , 11 58 JULBET DRIVE SAYVPLLE NEW YORK 11782 BUILDING SECTION DETAILS PT ` TEL: 6,34-563-334'3 FAX: 61-568-3343 kr", Ft P t atl - , .F TION ROOF '`• � � '_ W ARCHITECTURALGRADEROOF SHINGLES +1 rE. AX W4 FASCIA BOARD AS SELECTED BY OWNER- OVER 30 111 W1`Ifi' 3'X 6/4BEAD.BOARD RQI`F CCNURAL': If$J SATURATED ASPHALT CONSTRUCTION PAPER MtCIHITEG,TORAL '�tAtAOE ROOF SHINGLESOVER 5/8" THK. EXTERIOR GRADE PLYWOOD � Ek4EI([ GRADE)' / A$II,ECTEii BY pW,N�'R- OVER 30 SHEATHING- USE 2X10 ROOF RAFTERS 16" �r 10ROBI` Am D. 9Al!ORATED-�ISPIiALT'CCINNSTRUCTION PAPER 0 AARC4Y{7R Tb WALL WffH WkIfiRICANE GOWN ,CUPS Br'ALLSIM *..* OVEJZ 5/8' THK. EXTERIOR GRADE PLYWOOD O.C. -( ANCHOR TO WALL WITH HURRICANE PgOt�OE"8"'IHS 'BATT :IFISULA 70N`)t� 0:} i1LUMIpPJM FLASHING AT SPED ROOF SHEATHING— USE 2X10 ROOF RAFTERS ® 16" HOLD DOWN CLIPS BY T. INSULATION (PROVIDE 8' THK. BATT. INSUTATIDN R-30 ) Q.C. -( ANCHIIPTO WALL WITH HURRICANE (OPTIONAL ALTERNATE- STANDING SEAM COPPER BPTI NL„ALTERNATE- ,$TANDIWG'S6AM;_CG PPEK � WAr•I" HOIiD DOWN CLI BY SIMPSON. ROOF IN UEU OF ARCHITECTURAL ROOF SHINGLES _ pOF�'UEW �1F ARCHITECTORA1,-itdOF SHINGLE$ 3+,1,0" (PRbMOE 8" THK. BATT. INSULATION R-30 ) - _ _ CONTINUOUS PVC. RIDGE VENT 5/4" % 10" FASCIA BOARD 2"X6" BRIDGING BETWEEN RAFTERS WITH 3"X 5/4' BEAD BOARD LOCATED AT EACH VERTICAL WALL _ - BELOW FOR CURVED WALL ATTACHMENT RI HEIGHT EL. ?0•-8" A,F,F' _1 - RIDGE HEIGHT EL. 20'-8" A.F.F r 'y 0 I 3(1.8 G-P LAM LVL 14"X1 3/4" w TDP OF HEADER EL A4=3" .` nT UCTURAL RIDGE BEAM - RIDGE HEIGHT EL. 18'-8" A.F.F .., - LAM LVL 14"X1 3/4') STRUCTURAL RIDGE BEAM TO LOFT' „ .' ,5/4" X 8" FASCIA BOARD BEAR ON BUILT-UP WD. COLUMN '.,�FAVE Y♦ITH 5/8' THK. EXTERIOR - - USE 4 (2X6) UNDER GLUE LAM FASCIA- CEDAR SHAKES OVER �N�RE Clb �� ' PLYW6 SHEATHING PROVIDE � '- ,k, 3 LAYERS OF 1/4" THA. PLYWOOD 2 ( Q"%10") FLUSH I qU UOUS ALUMINUM' VENT. ..f,J., T -HEADER { SHEATHING (CURVED PANEL) USE: SIMPSON RAFTER ? 8'• NOTCH OUT 2'X6" TGP OF'.HEADER EL. 7'-2" , i"f�' i - HANGERS STUD FOR CURVED _ ROOF CONSTRUCTION ALUMINUM FLASHING AT SHED ROOF �< I 4 i NEW 6" SND WALL PARTITION SATURATED ABPHAWNER-STRUCTION S AND WALL. - FASCIA WALL � FT _ � AS SELECTED BY OWNER OVER 30 � � SND TO REST ON 3 ( ,Z"k 6"}.'FLUSH _ ' . I / PAPER - 3 ( 2X8 ) HEADER HEADER / BEYOND OVER 5/8 THK. EXTERIOR GRADE PLYWOOD 2(2.OG-P LAM LVL 16"X 1 3/4") ��: SHEATHING- USE 2X10 ROOF RAFTERS O 16" ( LOAD TRANSFER BEAM `a ;� M FLASHING AT SHED ROOF I REMOVE EXISTING ROOF O.C. -( ANCHOR TO WALL WITH HURRICANE _ . RAFR$/GYPSUM Bb. HOLD DOWN CUPS BY 91MPSON. - I 'AND 'SHEATHING (PROVIDE 8" THK. BATT. INSULATION R-30 ) - - EL. 13-4 WtJ4 DDT10N MAR'SHAKES ($L2 5 RE OVER 5/B,� THK. a / - ✓ (OPTIONAL ALTERNATE STANDING SEAM COPPE - F TQOflR DRADE PL p S'HEATHJNIG'' W FLCIOR CONSTRUCTION ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLE 'HETI G o I/. / //' FINISH FLOORING AS SELECTED AL4, EX IOR WALLS SHALL BE, 2X6S 0,16" O.C. ai / / BY OWNER- OVER 3/4" THK. W°#1 6' Blkfl/' INSULATION R-iS PROVIDE' I /,I / POWOOD SUB FLOORING- USE —RIDGE HEIGHT EL. 20'-8" A.F.F I 3•_g' SOFFIT TEMPLATE _ IIID SPAN 'PRIDGIko, - 2 )UO FLOOR JOIST ® 16" OC. cI VARIES j PLYWOOD SHEATHING " I SEE: FRAMING PLAN. LINE OF EXISTING - 'FIIOfJE BL9T -2 /, I - __ GABLED ROOF BEYOND Io 44 SEE DETAIL FOR SILL TEMPLATE iv I TOP OF HEADER EL. 11'-3" \ �` PLYWOOD SHEATHING I —ABOVE LOFT LOFT EL B'-11" ARF. li i _ 2 ( 2"X10") FLUSH \ °' WINDOW HEADER +* USE 5/4" X 6" FASCIA BOARD HEADER \ I USE 3 (2X8) ANCHOR CLOSE EAVE WITH 5/8" TIN. EXTERIOR _ \ USE SIMPSON RAFTER TO EACH BUILT-UP CRATE PLYWOOD SHEATHING PROVIDE -'I ,HANGERS \ rc COLUMN I CONTI OUS --- ----------- TOP - TOP ONUHEADER UE NUM_Z NT. , .' \ \ __..,_ ______- ABOVE LOFT I j� I a^ Y r2 I. I - - 2 ( 2_*X1Q") FLUSH I I 3 ( 2'X 6") FLUSH I w SEE DETAIL FOR HEADER HEACN _ .U'SEMPSON RAFTER 9dII HEADER TEMPLATE HANGERS — 9 WALL CONSTRUCTION- CEDAR SHAKES I PLYWOOD SHEATHING (SILVER) WITH 5" REVEAL- OVER 5/8' THK. WALL CONSTRUCTION- CEDAR SHAKES o EXTERIOR GRADE PLYWOOD SHEATHINGS. I � (SILVER) WITH 5" REVEAL- OVER'5/8" THK. ALL EXTERIOR WALLS SHALL BE 2%6S m 16" O.C. I 3< I I EXTERIOR GRADE PLYWOOD SHEATHINGS. WITH 8" BATT/ INSULATON R-19 PROVIDE g� ALL EXTERIOR WALLS SHALL BE 2X65 0 16' O.C. ao Bo MID SPAN BRIDGING '•b z 1;= r REMOVE EXISTING —�I ao I I I x w OF r 'WALL, I I I WITH 6" BATT/ INSULATION R-19 PROVIDE �a� AWNING ' - A�R ON- PROVIDE MID SPAN BRIDGING a f" NEW 6" WALL CONST- SEE RIDGE EL 11'-2" (: RUCTION 1NTM NEW,ENiRY I I I < ( DOOR AND SIBEUTES I I ``} I TEMPLATE IL FOR SILL PLYWOOD SHEATHING _ FIRST h7.DOR EL. D'-0" A.F.F LOFT EL 8'-11" A.F.F. i FIRST FLOOR EL. V-D" A.F.F FLOOR CONSTRUCTION -- FINISH FLOORING AS SELECTED L - - PLYWOOD SUB FLOORING- USE 2 ( 2"X10") FLUSH -- --- -- BY OWNER- ,OVER 3/4" THK. r _ - HEADER 1 2 X10 FLOOR JOIST ® 16" OC. - - USE SIMPSON RAFTER FLOOR CONSTRUCTION 4'-O" SEE FRAMING PLAN. HANGERS FINISH FLOORING AS SELECTED - BY OWNER- OVER 3/4" THK, I 2 (2%LATEAAN LUMBER - PLYWOOD SUB FLOORING- USE SILL PLATE ANCHOR TO nti 2 X10 FLOOR JOIST ® 16" DC. - FOUNDATION WALL WITH 1/T R - SEE FRAMING PLAN. _._.. a `� DIA ANCHOR BOLTS O 4'-D' O.C. NEW SPREAD FOOTING m 1 -4 USE 3,000 PSI CONCRETE `O L 1'-0" THK. X 1'-8" WIDE ` - -- " m 28 GAYS- USE 3/4" DIA I DOWEL AND EPDXY GROUT - TO EXISTING FOUNDATION WALL CELLAR EL. MINUS(B'-11"8.F.F) AL ,E .TION' 2 WALL SECTION CELLAR FLOOR EL. (- -11" B.F.F. WALL SECTION A-13 IS ` DY. ADDRESS JOB NUIIWR ARCHITECT REVISIONS PRINT LOG; DRAWING TiTLE DRAWING NUMBER: JLIN 112�1D2 a JOB NUMet p ��.EA. HAASE R,A. r � X640 CF�V` Al IEg JILRT ��RIVE SAYVILLE , NEW YORK 11782 WALL SECTIONS A - 13 � . a AnC MATTITUCK , Nov XCIRK, 3r��sz� ' _ TEL• 631-563-3343 FAX: 637-563-3343 9j�OF T Tr. c I y i � l II �fi 11 J a " BUNcT-Up HEADER 3 (2XB) BETWEEN CEIUNG(SOFFIT TEMPLATE (HORIZONTAL NOTCH OUT FOR BUILT-UP 'VERTIOAL COLUMN SUPPORTS SHEAR PLATE) USE 3/4 THK, COLUMNS - SEE DETAIL )i 2"%8' GEILIMO J0154 STEEL CALTININ PLYWOOD SHEATHING FOR BUILT-UP COLUMNS. TUBE STEEL COLUMN TS-(4 X 6) ( l TIE BACK TO GLUE-LAM. COLUMN CENTER UNE 2 ( 2X6 ) THRU BOLT 'NTH i 16'-3" 1/2' DIA BOLT ( COUNTER SINK) IIS LE4E 12), 1" INK;G1�t - BUILT-UP --� NOTCH OUT 2"X6" - - LOCATE VERTICALLY 6 2'-0' O.C. - a( INK ShF1.•Cf-ILUMN. - STUD FOR CURVED . FASCIA WALL 6'-5' USE 5/4" X 6" CONTINUOUS --- STUD 'TV REST ON 28 - _ ?'-.8 TRIM BOARD 3 ( 2X8 ) HEADER ILI I I [V Or IT n I I 4 N - USE 5 4" X 6" CONTINUOUS TRIM CARD II 16'-5" BUILT-UP COLUMN BUILT-U COLUMN - - GLUE LAM END SUPPORT 2(2.OG-P LAM LVL 16'X 1 3/4") GLUE LAM END SUPPORT -I 111 USE 5 ( 2K6 ) 9HRU BOLT USE 5 ( 2X8 ) THRU BOLT ( LOAD TRANSFER BEAM / l WITH 1/2' DIA BOLTS 6 2'-0" O.C. WITH 1 2" DIA BOLTS Q 2'-0" O.C. 2" X 6' FAMED WALL ON TDFI -� SOFFIT TEMPLATE OF GLUE LAM TO UNDERSIDE BUILT— UP STL. COLUMN OF ROOF RAFTERS 17'-6" - GLUE LAM LOAD TRAN$FER'BEAM CA FRAlV1ING LAN \ °" I I � t,i ? ROOF CONSTRUCTION r S ARCHITECTURAL GRADE ROOF SHINGLES WINDOW HEADER TI-MPLATE AS SELECTED BY OWNER- OVER 30 # USE 2( 3/4" THK. PLYWOOD SATURATED ASPHALT CONSTRUCTION PAPER SHEATHING. NOTCH OUT FOR BUILT-UP SHEATHING- USEVER 5/5 THK. S X OIROOFOR RRAFTERS OADE D16" COLUMNS - SEE DETAIL O.C. -( ANCHOR TO WALL WITH HURRICANE FOR BUILT-UP COLUMNS. HOLO DOWN CUPS BY SIMPSON_ (PROVIDE 8" THK. BATT. INSULATION R-30 ) (OPTIONAL ALTERNATE- STANDING SEAM COPPER ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES I CLT]RV WALL ENLI RG PLAN HEADER TEMPLATE RIDGE HEIGHT EL. 20'-8" A.F.F _ FINISHED ROOFING (ARCHITECTURAL ' y P, GRADE SHINGLES OR OPTIONAL - STANDING SEAM COPPER t �j _ RIDGE HEIGHT EL 18'-B" A.F..F 5/4" X 10' FASCIA BOARD 2'X10" ROOF 1TH 3"X 5/4" BEAD BOARD _ (.1 RAFIERSO 16' O.C, USE- 2"X6' RAFTERS ' I AT ROOF CANTILEVER � USE 5/4" % 6" FASCIA BOARD ' - 4 " - - CLOSE EAVE WITH 5/8' THK. EXTERIOR =J 4i m �• GRADE PLYWOOD SHEATHING PROVIDE 2(2,OG-P LAM LVL 16"X 1 3/4") 2 i r CONTINUOUS ALUMINUM VENT, S 2'X6', FRAMED WALL ( LOAD TRANSFER BEAM WINDOW SILL TEMPLATE PA{2TI'TTON ON GLUE /X USE 2( .3/4" THK. PLYWOOD LAM TO ROOF RAFTER �- , - USE FILIER(2X8) ON TOP OF SHEATHING. L OUTRIGGER FOR CANTILEVERED EL. 3'-4" RAFTER SUPPORT EL. 114'-8" 2k6 FlLLER ON FLAT SILLT PLATE fO o TOP OF OUTRIGGER EL. 13'-4" EL 13'-4" +a ' I -- OUTRIGGER - USE �,. BATT. OF GLUE 3 (X12) WITH 1" PLYWOOD LAM BEAM - EL. i'2'-4" h 3 R ROOF OUTRIGGER EL- (O'-0") FILLER 4� FOR ROOF CANTILEVER ., 3/4" THK. PLYWOOD OF WALT. 3 (2"X12') OUTRIGGER 2"X6' CEILING TEMPLATE " PLATE ELEV. (0'-0') A.F,F BUILT-UP WD COLUMN 3'- FOR ROOF CANTILEVER JOIST USE 3/4' THK. , FOR GLUE LAM END PLYWD TEMPLATE - GLUE LAMB BEARING ENDS TO SUPPORT 12"X6' FRAMED WALL "X6"FRAMEO WALL .,j BEAR ON 2"X12" OUTRIGGER _ TITION V-10" CONSTRUCTION END WALL DETAIL SECTION END WALL DETAIL SECTION d r _ t OJ��CTI IJOB' NUMBER - ARCHITECT � REVISIONS PRINT LOG; DRAINING TITLE � DRAINING NUMBER: '� 1''1' 24M a c ,TR � D( I Boa NUM R ' IG�:E�I�+I� � A. F#��A� �M,A. � 1 Ck�: Ta .; 1'1'95 ' �4� 5r8" JULgET DRIVE SA`(4!#LLE ; NEW YORK 1178 1�15C'ELLA�NEO'US DETAILSA - 1 � � oil*lia - > ) „^tTEL: 631-563-3343 FAX: 631-563-3343 �ROF ti f , i I ... If f it r iFf _ IT ITT l iq� y k t r; r.: �rIT " _ - t --.� r ------_�-- -- ------------'� I _ all= I DIM 3 WA, I I II I p LI G R J01v1 I OUA �'ouTLEO - C�UAbROPI�EX OWNER � t, 1 �a� BEDROOM ---------- - ---- I IIa ------- ` TO 3 WAY DOWN LIGHTS FROM SWITCH -- "--------------- --- SOFFIT _ II SMOKE DETECTOR I I SMOKE DETE TOR I I TO DIMM SWITCH - SMOKE DETECTOR I ;, n ( C� CLOSET _ __CLOSET_ KF a I ETECTOR SMOKE DETECTOR BEDROOM 3wnY L-------- DIM o LOFT O: DIM J� ATH � 1 'SMOKE DETECTOR l i 3 r - -- EXHAUST FAN 175 CFM IT 1ST FLR ELECT SCALE= PLANI LOFT , ELECTRIC PLAN SCALE= 1/4"=1 '0�. SCALE= 1/4"=1'-0" it IT p � 1 t J ir, F.t g06 NUMBER ARCHITECT I M110 DRAWING T TCE DRAWING NUMBER: u na r GT ,' M REVISIONS PRINT LOG: ` � ;" 4 Enx RAL. DRt�E a0s NUM GLENN, A. HAASE R.A.� � J � rl %r h W1'rTTITLVISR. NEyM YORK, 1195 58 JULBET C01VE , SAYMLLE NEW YORK 11782 ELECT. �--- Ci' G31;S —3343 FAX: 631553-3343 � � � qT� oires6� � pp , y OF :. z 4 F c n 4 p i 1 7--------- 15 2002ed I p l J a '� 1 to - c flan . I I 3 -- 1 I I pr os, HI RESIDENCE B A-, R T I � GENERAL. NOTES _ DRAWING LIST : j i I` . ALL CONSTRUCTION SHALL CONFORM TO THE NEW YORK STATE BUILDING ALL DIMENSIONS TO BE VERIFIED BEFORE COMMENCEMENT OF THE WORK BY i EACH RESPECTIVE A- 1 COVER SHEET ,ALL CONSTRUCTION SHALL, CONFORM TO THE NEW YORK STATE BUILDING CONTRACTOR. CONTRACTORS SHALL FAMILIARIZE HIMSELF WITH THESE DRAWINGS CONSTRUCTION CODE AND THE REGULATIONS OF THE TOWN OF SOUTHOLD, AND AND THIS CONSTRUCTION SITE BEFORE COMMENCEMENT OF WORK. III ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. C- Z SITE, PLAN I I ALL ELECTRICAL WORK SHALL BE DONE BY A LICENSED AS IN I ACCORDANCE WITH THE N.Y.S. BUILDING CODE AND THE NATIONAL ELECTRICAL r 'I ALL CONSTRUCTION. SHALL,.CDNFORM TO THE REQU„IREMENTS OF THE CODE. A- Z DEMOLITION PLAN j NEW YORK STATE ENERGY CONSERVATION CODE LATEST ADDITION, ALL PLUMBING TO BE DONE BY A LICENSED PLUMBER AS IN ACCORDANCE' WITH THE N.Y.S. BUILDING CODE. A- 3tiFf2ST FLOOR PLAN DRAWINGS NOT TO BE SCALED, ALL WORK TO BE LAID OUT BY DIMENSION ALL BATHROOM EXHAUST FANS SHALL BE IN ACCORDANCE WITH THE MINIMUM A- 4 LOFT PLAIN REQUIREMENTS OF THE N.Y.S. BUILDING CODE I ALL DIMENSIONS GIVEN TO THE FACE OF CONCRETE AND, TO WOODS STUDS ARE, NOMINAL. ALL ELEVATIONS GIVEN To FINISHED FLOOR UNLESS OTHERWISE ALL LUMBER SHALL BE FULLY SEASONED A STAMPED CONSTRUCTION GRADE. A- 5 ELEVATIONS NOTED. I ALL PLATES IN CONTACT WITH THE FOUNDATION SHALL BE C.C.A. PRESSURE ALL NOTES, HZREIN MENTIONED WITH THOSE ON VARIOUS DRAWINGS SHALL TREATED AND HAVE A CONTINUOUS TERMITE SHIELD AT THE PERIMETER OF A-6 ELEVATIONS APPLY TO ALL DRAWLNGS AND FORM PART OF THIS CONTRACT. THE FOUNDATION. !;A'CH QONTRACTOR WILLE .HELO "RESPONSI05 8RBLE FOR. HIS WORK, ,ANY DISCREPANCIES I PROVIDE HEADERS NOT SHOWN ON PLANS AS FOLLOWS A- 7 FOUNDATION PLAN i RfYENNITO NSt-PLAN WR1p1N3 t sIN I ok, To URrL'Fr1ER” C6MI4&tE11ETO NTEOFRWORK. S 2 (2x6) MAX TO 5'-0^ OPENING A-8 FIRST FLOOR FRAMING 2 (2X8) MAX TO 6'-0" OPENING A-9 DESIGN LOAD SCHEDSCHEULE LOFT FRAMING E 2 (X10) MAX TO 8 –0 OPENING EDULE AS PER NYSFPC CODE 2 (2X12 MAX TO 10'-0" OPENING A-10 ROOF FRAMING 1 IRQOF LOAD LL+ OL FIRST FLR LL + DL SECIND F' OOR LL + DL PROVIDE SIMPSON STRONG TIE HANGERS AT ALL FLUSH CONNECTIONS USE GALVANIZED AT EXTERIOR USES) A- 11 ROOF PLAN NIATRIAL PROVIDE HURRICANE TIE DOWN CLIPS AT ALL ROOF RAFTERS TO TOP PLATE ALL MULTIPLE GLUE LAMS AND GIRDERS 9 1/2" – 11 1/7' MIN. OF 2 ROWS OF 16 D NAILS ® 12" OC. MATERIALS MATERIAL ALL MULTIPLE GLUE LAMS AND GIRDERS 14" , 16 ', 18 , USE 3 ROWS OF 16 D NAILS ® 12" O.C. A-12 BUILDING SECTIONS I ASPHALT SHINGLES 2,35 2X10 FLOOR JOIST :4X11 J01511' 3.0 ALL SLIDING DOORS AND WINDOWS INDICATED ARE MANUFACTURED BY I 3/4" PLYWD DECKING 3.0 :S/4 PLYWOOD DECKING 3.0 MARVIN WINDOW COMPANY THEY SHALL BE HIGH PERFORMANCE INSULATING A- 13 ENLARGE DETAIL 1f2" PLYWD. 12.00 GLASS AND HAVE INTEGRAL SCREENS 1,0 CEIING A$SENIBLY 2.0 i 2X8 RAFTERS 1:5 FINISH FLR'G. A- 14 MISCELLANEOUS DETAILS 2.0 MISELLANEOUS 20 ALL WALLS AND CEILING SHALL BE 1/2' GYP.BD. AND SHALL BE TAPED j 2X10 JOIST 1.5 CEILING ASSEMBLY AND SPACKELED , SANDED AND PRIMED AND READY FOR PAINTING i CEILING 'ASSEMBLY 2.00 MISCELLANEOUS` 2.0 ILL I'IS PER BLDG. 30.00 BUILDER SHALL BE FULLY RESPONSIBLE FOR METHODS OF CONSTRUCTION I -06T. CODE ' AND ADHERE TO ALL SAFETY STANDARDS AS INDICATED BY O.S.H.A. AND INSULATION 1.00, LL AS PER BLDG. 40.00 FIELD CONDITIONS CONST. CODE' MISCELLANEOUS 2 00 �— GLENN A, HAASE ARCHITECT IS NOT RESPONSIBLE FOR THE ADMINISTRATION 1 41.00 OR SUPERVISION OR INSPECTIONS OF THIS CONSTRUCTION PROJECT. TOTAL 51.00 T4LST–CODER BLDG. � � a4,oa CONST. ,Carchitectural legend Ci TOTA., '.36.35, EXISTING WALL CONCRETE NEW YORK/ STATE �iy C©N5ERV ATION WDE PROPOSED WALLS WALLS TO BE REMOVED ,BASED, ON PARTS SECTION 7814 SCOPE, FOR RESIDENTIAL 1 BUI DINNGS�LESS�THAN 5,000 SF. FT WITH GLAZING AREA OFLESS THE � ih TnrAl FI OCR AREA 2922 SBFT 0 PLANS^ T DETAILS N L – SEC 10 D ROS N ON THE CROSS_ ARE INDICATED E I I'R YgLLIEO DR ITS RECPROIGAL D NEW YQRK' TATE EN£RGX. CODE. rnrAl, FxrFRInR wAll AREA 2A20 SOFT I,ALL, PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE 7814.15. THIS BUILDING ADDITION AND ALTERATION GOES NOT EXCEED THE REPLACEMENT VALUE 'r z rl A�Fn ARF AI ! nwAaI F Q 17 PFRCFNT 411 SOFT E PARED IN COMPLIANCE WITH THE 1'ANY,I,blj(fT WORK IF APPUCAIBLE , PLENUMS AND ENCLOSURES SHALL BE THERMALLY INSULATED 0 EXISTING RESIDENCE BY MORE THAN 50 PERCENT. IN REFERENCE TO SECTION 1231,41 gCrrlAl rl A�Fn AREA (I FSS THAN 17 BFRnFNT 310 SOFT 19I.j#1 OERTIFy,'fHAT ,'FI',k S ,-PLANS, HAVE, BEENFPORLLPWS IIN , At 'CDIRDANCE WITH 7814.113. EXCEPT EXHAUST DUCTS WITH IN HVAC EQUIPMENT. F A N W YORIR'" TE 1J11#CSY CID RVATION CODE AS 0 FOU, O,A'ITON INSULATION DEPTH SHALL BE NOT LESS THEN 24" BELOW ADJACENT GRADE AS OF THE NEW YORK STATE FIRE PREVENTION AND CONSTRUCTION CODE , THE RESIDENCE: FY CRInR wA! I c AREA ® R=tO 911d U; VALE ©F THE ,�NNQLOPE SUB–SVSTMS ARE SHOWN ON THE CROSS SECTIONS AND DO PER,,iiYABLE 5-2 , AND HAVE A MIN R VALUE OFR SHALL BE SUBJECT MEETING THE CURRENT NEW YORK STATE CODE' REQUIREMENTS. NOT lHE 'TW,F4AL-,Ti?`AN5MITTANCE VALUES OF TABLE 5'-1 ( PART OF THE NYS ALLY IPP'ARATUS AND EQUIPhNENT AND CONTROLS SHALL COMPLY WITH NYSEC TABLE 5-3 ROOF f CFII TNG ARF ® R=3n 1356 r ALL' LECTRICAL AND POWEW SHALL COMPLY WITH NYS CODE 7813.51/52 1 EI ER� OObt EFFtCTIVE MARCH 1991. XT1 IOR DOORS SHALL RE INSULATED WITH A MIN RATING OF R-2.5 , WEATHERSTRIPED WITH \ THEREFORE TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL JUDGMENT THESE ER IR PULLY CAULKED AhND MAXIMUM INFILTRATION RATED OF .5 CFM PER SQ.FT OF DOOR PLANS ARE IN COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE DE$1ON CRITIA' IS BASED ON "15 MRH WND., F �TO ,iHE BEST OF MY KNOW KEDGE AND PROFESSIONAL JUDGMENT PLANS CONFORM TO THE NEWT YOIIK STATE ENERGY C10NSERVATION CODE. i I RE VISIONS � PRINT LOG' DRAWING TITLE DRAWING NUMBER: JOB NU BER ARCHITECT PROJECT ADDRESS 9/24/2002— revised ed for newextension I A' C V 2oa�o CENTRAL DRIVE JOB NUMB GLENN A. HAASE R.A. BATH REa DEN E T � � 7 Z � FLOOR PLAN I SAYVILLE NEW YORK 8 - A TRATION MATTITUCK , NEW YORK, 1952 58 JUL6ET DRIVE , A 1 ITIQN AND L I TEL: 631-563-3343 FAX: 631-563-3343 • r 1 I SPI I ''I 1 ;I I I, i I I REMOVE EXISTING STEPS i REMOVE EXISTING - WINDOW. I i Y i I, i ��1}99s•_ 9�}L H_33.- 94A av ap _________ �E 9_31�195L/�31 Lae_9E3 Z I t II / 11 ReMQVE WINDOW REMOVE W1L REMOVE 1WNDOVO REMOVE EXISTING IYII I t\ AREA OF ROOF SHINGLES �] —R(MOVE WINDOW. SHEATHING AND RAFTERSREMOVE EXISTING TO BE REMOVED , WINDOW. EXISTING WALLS 1 li�ne LIVING R00164 BEDROOIy BEDROOM REMOVE EXISTING CEILING GYPSUM BOARD AND CAP ALL ELECTRW l I J lj$I EXPOSED WIRING t\ _ I \ DASHED LINES INDICATE { I WALLS, DOORS ECT, TO ' - I j \ Ili I ` �� i• ' I it I i ii �IPE REMOVED ` u 1 L _ _ I REMOVE EXISTING / 1 ' REMOVE k7(ISTING ENTRYY�60R VANDOW. ql IN,. '. �. AND;WALL iiI I ' ��Ir Klf .� , ' .�`V -I �' . I �. ^-..� REMOVE EXISTING WINDOW. 1 EXISTING KITCHEN CABINETS �I - I ` ,• ; �� I _ i �y - j V APPLIANCES ECT. TO REMAIN ' BEDROOM �w II , I REMOVE EXISTING STING EXTERIOR . i WALL - 7—O" , DIAGONAL HATCH INDICATES ' s9333 Sscn},isa, AREA OF EXISTING CEILING TO REMAIN REMOVE EXISTING cl TUB, SINK AND REMOVE EXISTING TOILET CAP ALL WINDOW. I DOMESTIC WATER - - LINES,AND PLUG ALL WASTE LINES DEMOLITION PLAN I,C.r SCALE= 1/4"=1,—D„ ! . I I 1 I ARCHITECT REVISIONS ARCHIPRINT LOG; DRAWING TITLE DRAWING NUMBER: PI?OJECT JOB NUMBER D ARC ADDRS$ 24J2002— revised for rew extension H A.N,q /Y� i Vr ,nth �� A. HAASE R.A. JOB NUMBER GLENN A ; THE OARTH RESIDE,,NCE 2040 CENTRAL DRIVE FLOOR PLAN A - 2 ADDITION AND ALTERATION OTTITUCK NEW YORK, 11052 58 JULBET DRIVE SAYVILLE , NEW YORK 11782 - 9661 TEL: 631-563-3343 FAX: 631-563-3343 f, / I � I II GENERAL NOTESALL WITH ALL U LR NUCOD TS OF hEWSAAPND ORDINANCE$ �1MATERIALS AND I%PTALLA71ON �( TE YOR ALIN STRICT C -� AGENCIES, THE NAITUNAL dQARD' Of.FlI�E UND, kWRiTERS,;,THE OCCUPATIONAL BUILT-Up COLUMNS A-5 A-5 BUILT-UP COLUMNS SAFETY AND HEALTH ACT (OSHA) AND' THE TOM OF SOUTHOLD SEE DETAIL 6/A-14 SEE DETAIL 6/A-14 THE CONTRACTOR SHALL OBTAIN ALL PERMITS LICENSES AND CERTIFICATES, AND 47'- ^ ASARLE,(a fRpUS BY AUITHOR 1TESNHAVENGE JS RISpiCnRp�PR'OCgNTRAECTORQSHkLLWORK DELIVER COPIES OF SAME 70 THE- OWNER UPON COMPLETION OF THE CONTRACT, - * THE WORK PERFORMED BY THE CONTRACTOR SHALL COM LY WITH THE 1T-4" REQUIREMENTS 'OF THE APPUCA$LE PROVISIONS DF THE 'NERWYORK STA 12'_4^ 17-6. - BUILDING CODE, LQCAL LAWS AND ORDINANCES STATE AND G0IIERNMENTA 2'_8^ I p_ + g �7• 2' 6" 2=6" - AGENCIES, THE NATIONAL BOARD OF FIRE llNOk`RWRIIERS, THEQgCCUPATIO�AL SAFETY AND' HEALTH ACT OSHA) AND THE TOWN OF SOUTH0ID — 1I- THE CONTRACTOR SHALL 0 TAIN AND BUILT-UP COLUMNS AWNING PAY FOR ALL PERMITS. LICENSE5 AND CERhFICATES REQUIRED BY AUTHORITIES SEE DETpII 2/A-6 B B 6 B WINDOW NEW CASEMENT WINDOWS HAVING JURISDICTION. THE CONTRACTOR SHALL DELIVER COPT S OF ALL PERMITS' NEW CASEMENT WINDOWS 6_O• BUILT-UP COLUMNS BY MARVIN LICENSES AND CERTIFICATES 70 THE OWNER' UPON COMPLETION CF THE CONTRACT. 'i BY MARVIN - _ `s- _ - -- ---- SEE DETAIL 2/A-6 D MINIMUM , REQUIREMENTS.CONTRACTOR',SHALL THESE DRAWINGS ARE 70 BE CONSIDERS � -----7 � - A A S INGEN7 REQUIREMENTS EXIST IN LOCA ' A A \ / BE OBLIGATED TO COMPLY WITH THE STRICTER REQUIREMENTS. LARGE S�CCALED NEW CASEMENT WINDOWS DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALED 09AAANGS. WRITTEN BY MARMN DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS. N ---{J C2-6^ WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. � pq LARGE CpNLLTRACTOR SHALL NOTIFY PRECEDENCE OVER pF ANY D{SCaaepANGIESNG5. ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT OOCUM NT5 �E�%E I p PROCEEDING WITH RELATED WORK• OTHERWISE, THE CORREC ON OF SUCH ITEMS 10' 7" I ,-5 16•_y^ i IS THE RESPONSIBILITY OF THE CbNTRAOTOR. DASHED LINE "' * THESE (DRAWINGS ARE TO BE CONSIDERED MINIMUM REQUIREMENTS. IF MORNF II w INDICATES PARTITIONS E n STRINGEN i REQUIREMENTS EXIST IN LOCAL.R RQULAT10N5, TIME- CONTRACTOR 5 ALL LIVING ROOM II OPEfIRISER ' o I AND FRAMING TO BE BE OBLIGATED TO COMPLY WITH THE STRICTE REQUIREMENTS, FRAMED SOFFIT REMOVED THE CONTRACTOR SHALL VERIFY ALL MEASUREMENT NO CONDITIONS AT SITE 3'-0" I STAT !TO LOFT i i gg II Ai30VE m BEDROOM AND SHALL LA'Y 'OUT WORK IN CONFORMITY WITH REQUUT%ENTS OF THE ORA,WINGS. - �j 19'-7. I I' THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY 131S I,EpANCIES ERRO�2S m H l -- ; ; v b II �� OR OMIS51pNS DISCOVERED +N E CONTRACT DOCUMENTS BOfiE PR C EDING BIiILT-UP cgLUMNS , L�.J ER THE CORRECTION SUCH ITEMS IQ E �, i WITH RELATED WORK- 0TH W' > A_A I SEE DETAIL 2/A-8 m + e A-A RESPONSIBILITY OF THE CONTRACTOR. A-II I I w '� I A-II * ALL WORK MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE - I LINE OF LOFT - I WITH ALL OADINAN ES, STATE AND LOCAL BUILDING CODES LATEST EDITION. ALL BUILT-UP WD COLUMN I ABOVE -- ' I ^ I ' BUILT-UP COLUMNS I PERMITS INSPECTIONS AND 'LICENSES NECESSARY T6 PROPER EXECUTION OF LOAD CARRIES TO CELLAR II li i1 LOAD CARRIES TO CELLAR I WORK Tb BE SECURED AND PAtD'FOR'BY THE CONTRACTOR INVOLVED i, I '�' m I SEE DETAIL 2/A-6 J y,� SEE DETAIL' 2/A-8 I , ���"� {- n * ' 1 1 -� --����"�, ",. I ' n-w.-� .P ; ; I�' O THE OWNER'S GENERAL' CONTRACTOR SHALL OUT INRK IN CONFORMITY WITH REQUIREMENTS OF CONTRACT DOCUMENTS AND WILL BEf HELD RESP ONSIBCE 'FOR e"XB' CCA TREATED a ~^-� -r� li -----_ '� I - ``� ys D n TYPICAL-I P WO DE AND RONDOINGNANYMWORK NTTHE'CONACTOR SHALL VERIFY ALL MEAEPAN$ENTS -- AIN I ANLrE OF ALL LIN S AN DIME I 6'-6" _,/____ LOS Sti T 5 SAND NOTIFY THE ARCHITECT OF ANY DIS RS LUMBER FOR DECKING •1 , A ' r--/-�,- r-d ___� F \ „ / * S A SITE V� UR EN T5• '4/ I ' 'I BDNS BOUGHT TO THE ATTEN ON' QF SUPPORT �/ ATTACH TO I ;--L - '- �I I i CL05EM, - 1- ���`m 1 CLOSET POLE WITH ARCHITECTBEFOREPROCEEDING WITH RELIATED RED RODTHER SE THE CC THE - 6"X 6" CCA POST , I ' n- CLEAR PINE SHELF m / , 'I( II 1>1I Ir-~-~-�- END SUPPORTS. ALSO DOCUMENTS BY THE GIONTRACTOR SHALL E B PROVIDE 6 DEEP • 5' o , , I I 1 I I N PROVIDE 5/4" THK. CORRECTION OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. - GRAVEL UNDER i , I:• ' I , , DECK o 5+ I - ---- r-----� r---- , . I 'y LANDLORD. REF I ' 1 I , , „ E COMMENCEOF CONTRACTED WORK THE CONTRACTQR SMALL •(rl 'P I y ' , u FURNISH COPIES OF AlLL REQUIRED INS RANCE CE"RTIF{CA S TO THE OWNER UND, - c A KITCH N .� 1 3 9-10,' I i ;,i �l DEPARTMTIHANNG JURISDICTIONTASREQUIRSDO BE ON FILE NTH THE BUIL {NG v, O 0 x._11. HATCHED LINE INDICATES - _ _ _-__ BEDROOM NEW PARTITION ______ _ 1, * THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS AND COQRDINATE THE - - N ____ --- I L— I ' ;=- J e'-3" _ OWNER'S LANDLORD TO PROVIDE ARRANGEMENTS FOR THE STORAGE q D - L - N ISE FOR SUCH REMOVAL OF CONSTRUCTIONS DEBRIS AND SHALL PAY COST'S AS AR ' I , 4 I , - •^ PROVISIONS. . ' OUTDOOR SHOWER n 0 Nl L F___ ' 4 4" L .ID ' I .j PROVIDE SCREEN -------- r- THE CONTRACTOR HA USE DIMENSIONS ONLY DO N07 SCALE P I � * TRACT SHALL U STOWS , �� � LAWS. ' 3 . 7 WALL CLOSURE ON - �' __-- - I ¢ _ 2 SIDES-USE ( ) - - - - -" - '5 BA H I` f m w-UPON (COMPLETION OF WORK, THE OWNER'S GENE L CONTRACTOR IS.TO OBTAIN WATER PROOF ' 10" _ ' ' 8 CERTIFICATE OF COMPLETION AND APPROVAL FROM�TgHE BUILDING DEPARTMENTS, SHEATHING AGAINST �" _ r� 2'-d" m OR OTHER AUTHORITIES HAVING JURISDICTION. ,ARD SUBMIT SAME TO OWNER AND - - EXTERIOR WALL FOR 1'-5! 3'-4" 1'- 1'-6"' / I --}- LANDLORD. WATER PROTECTION G —� �_. I ; :; * PROTECTION OF WORK IN PLACE THE CONTRALTO♦i SHALL PROTEpT AND BE 7-11 RESPONSIBLE FOR THE EXISTING BUILDING FACILITIES ANO IMPROVEMENTS WITHIN THE AREAS OF HIS OPERATIONS' UNDER tHE CONTRACT ANY DISTURBANCES OR PROVOS HOT AND COLD DAMAGE TO-THE WORK, THE EXISTING BUILD G AND IMPROVEMEI'JF]S OR ANY ? REMOVE EXISTING ENTRY R ��NN NN RR - WATER BIBS/WITH FREEZE IMPAIRMENTS OF FACILITIES` SHALL PROMPT OR I DI ECTLY' RdM THE PLUGS. AND ISSED ENTRY- NEW 2'-6^ a" 2'-D" 6'-4" CONTRACTOR'S OPERATIONS ' SHALL B_E PROMPTLY RESTORED REPAIRED OR RECESSED ENTRY- SEE _ _ - — REPLACED TO THE SAIISFAb110N .OF THE' ARCH17CT AT NO'COST T &FIE' OWNER. SECTION DETAIL THE CONTRACTORSHALLPROVIDE ALL 'NNCESSARY SAFEGUARDS SLI AS EXISTING FRONT F PORCH BARRICADES, ETC. TO PROTECT THE WOR MEN ,AND THE Pt1BLiC. M POSSIBLE ' UILT-UP WD COLUIMI'VS- B•B C-G A INJURY. SEE DETAIL 2/A-8 6'-2" g _ MANUFACTURER'SEE I A-n A-17 ESTABLISHLASSTANDARDN THE ROUTS HER MANUFHCTURERS WIL1NBE P i ACCEPTABLE IF APPROVED BY THE OWNER. I 25'-7" _—. * MATERIALS - ALL, MANUFACTURED'MATERIALS ARTICLES AND EQUIPMENT' I SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL LIKE 4T-1" - - MATERIAL.$ SED SHALL BE OF THE SAME MANUFACNR AND QUALITY UNLESS O1. _. SE SPECIFIED. f INDICATES NEW PARTITION * WORKMANSHIP - ALL WORK INCLUDED HEREIN SHALL BE OF THE HIGHEST STANDARD OF MATERIAL AND WORKMANSHIP. DEFEVqIVE WORK OF ANY CHARACTER WHETHER IN MATERIALS OR WORKM NSHIP SHALL BEREJECTED AND INDICATES EXISTING WALL TO BE REMOVED ' - ALL REJECTED WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ARCHITECT, WITHOUT COST TO THE OWNER. _ INDICATES BEARING POINT OF * SHOPDRAWINGS - SHOP DRAWINGS' AND CATALOG DATA ON ALL MAdQR ITEMS ' J [-IpC`� FLOOR [�L�� HEADER OR GLUE LAM ABOVE OF EQUIIPMENT AND SYSTEMS AND OTHER'SUCH ILLOSTRA71VE MATERIAL AS f R J I L..`A ' ` 1 REQUIRED IN 'THE GONSTRUC7�ON DOCUMENTS 'QR AS MAY BE CONSIDERED -- KEY LETTER OR NUMBER FOR LEGEND NECESSARY BY THE OWNER WILL BE SUBMITTED TO THE ARCHI GT BY THE .I SCALE= 1/4•"=1'-0" CONTRACTOR IN ADEQU1E TIME TO PREVENT DELAY AyND CHANE DURING CONSTRUCTION. ONE ((17 SET OF SEPIAS AND TWO (2) SETS OF PSINTS'ARE UIR D FOR EACH SU RE E Q I * DEMOLITION - REMOVAL WORK SH LL BE CAREFULLY PERF MED TO PREINT I DAMAGE 70 EXISTING CONSTRUCTION WHICH WILL RgMAIN AS P RTNEW' DESIGN. REMOVE ALL PARTITIO�RIS LIGHYI NG FLOOR NG ETC IND CATEQ TO, BE OUnE�D 0 BE REM©VEDRSMADLLAHAVESYHEIRLCOXIN C7�IN LECQtJLITANDEPHONE' WIRING (CABLE PULLEp SACK' TO EXISTING E(LEgCTK LE HON L05ET5 AND AND40RD.PARTITIONSTOCAPPEDAS BE PAT HE SMOOTH) PLUMS AND - ` REP RE.- AS REQUIRED TO R CEIVE NEW WALL FINISHES.' - I JOB NUMBER ARCHITECT REVISIONS PRINT LOG, �EREpAQGy, DRAWING TITLE DRAWING' NUMBER; ! PROJECT ADDRESS 9/24/2002- revised' for new extension A./ y THE. BARTH RESIDENCE 2040 CENTRAL DRIVE JOB NUMBER GLENN A. HAASE R.A. ADDITION AND ALTERATION MATTITUCK NEW YORK, 119!52 58 JULBET DRIVE SAYVILLE NEW YORK 11782 ' FLOOR PLAN - TEL: 631-563-3343 FAX. 631-563-3343 F i - j I ( A-II A-17 12'-4" 17,_6" 1 2-6" 2-6 - 6 -7" 2-6" 1 A A - 6,-0" � A A r -- --- - ---------- --- --- S I - ' I 5/4" X 8" FRAMED PROVIDE 5/4" X 8" FRAME FOR ANCHOR'G. -- ---- OF DOORS TO HINGES ti I p.p PROVIDE 3/4" THK EXTERIOR A I7 GRADE PLYWOOD- ENCLOSE PERIMETER WITH 3/4" THK. 1� UPPER LIVING 1200M I, X 4" CLEAR PINE TRIM BOARD ,o A'W'NING WINDOWS- � .'-,`=-1 I11 REMOTE CONTROLLED , u io AND DIAGONAL BRACES m MOTORIZED OPktRABLE 3-p PROVIDE HEAVY GAUGED BEDROOM :.I : HINGES AND LATCHES q-q ____________ _____ Z/ _ q_q I _ T8" I'-ll CATHEDRAL CEILING I " III — �-�_ REMOVE EXISTING GYP. B°• l ` I> BARN DOOR ELEVATION '--- AND CEILING JOIST. ' ' Y - FIN. FLR.A.F.F. If ;CEILING LOFT I, OVER II KITCHEN- ATTIC SPACE s'-0' _ 7'-11" 5'-4' _ CEILING OVER BEDROOM, BATH AND HALL (ATTIC SPACE) -- " ATTIC WINDOW / DOOR SCHEDULE AND NOTES El - ATTIC ,I A WCM2448-2W WIITH UPPER GRILLAGE - SEE ELEVATION 109 7 76.3 B WCM2860/WAWN2820 UPPER UNIT FIXED/LOWER AWNING 4 2 . . . 807 a 4168 CONTRACTOR TO PROVIDE o CONTRACTOR TO PROVIDE o A 3/4" THK. PLY WD SHEATHING B WCM2846 UPPER UNIT FIXED c Z 3/4" CHK. PLY WD SHEATHING OVER CEILING JOIST FOR /WAWN2820 /LOWER UNIT FIXED 6.5 2.07 4 34.28 OVER CEILING JOIST FOR IN ATTIC Of IN ATTIC B WCM3248/WAWN2820 UPPER UNIT FIXED/LOWER UNIT FIXED 7.8 + 2.07 2 19.74 W7FD6065 FRENCH INSWING WOOD DOORS 226 1 226 �m u F�' D WCW2448 BOX WINDOW SEAT 0,61 2 21.62 z� w 2 E WCM36482W CASEMENT WINDOW WITH UPPER GRILLAGE 3 17.64 1 17.64 0 B A-1 F WCM20482W NEW DOUBLE HUNG UNIT INSUL GLASS & GRILLES 4.56 1 4.56 ' 4-17 `'. G WCM28403W 3 (CASEMENT UNITS WITH UPPER GRILLAGE 16.29 1 16,29 rE fff+ H WCW3648 SINIGLE CASEMENT WITH UPPER GRALLAGE g„62 1 a.e2 I AWN4820 MOTORIZED OPERABLE REMOTE CONTROLLED AWNING 3.9 4 15.6 y 1 82 STYLE 2 (36"X6'-8") BEDROOM DOOR LOFT PLAN 'I 2 82 STYLE 1(30"X8'-8") BEDROOM ODOR SCALE= 1/4"=1'-O" 3 82 STYLE 2(2'4"X6'-8") - CLOSET DOOR u - 4 82 STYLE 1(18"X6'-8") LINEN CLOSET INDICATES NEW PARTITION 5 4661-V SIDELITE 12" WIDE SIDE LITE ENTRY <� 4661-V 36"X6'-8" ENTRANCE DOORS ENTRY INDICATES EXISTING WALL TO BE REMOVED 6 21 1 0 HEADER INDICATES GLUEING LAMINTOF 7 STYLE 82 1(24"X6'-8") o�m BATHROOM ` KEY LETTER OR NUMBER FOR LEGEND 8 STYLE 82 2(30'X6'-8")' BIFOLD - CLOSET DOOR PROJECTADDRESS JOB NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING' TITLE DRAWING NUMBER: 9/24/2002- vised for (� NAgq P o new extension C THE BARTH RESIDENCE 2040 CENTRAL DRIVE 'JOB NUMBER GLENN A. HAASE R.A. ADDI-TION' AND ALTERATION MATTITUCK 4NEW YORK, 11952 - 58 JULBET DRIVE SAYVILLE , NEW YORK 11782 V FLOOR PLAN A - 4 �• TEL: 631-563-3343 FAX: -631-563-3343, r1� I � I F �- Y WALL CONSTRUCTION- CEDAR SHAKES FASCIA - USE 5/4" X 10" CLEAR PINE (SILVER) WITH 5" REVEAL- OVER 5/8" THK. NEW FIXED PICTURE WITH 5/4" X 3" BATTER BOARD 1 EXTERIOR GRADE PLYWOOD SHEATHINGS. WINDOWS SEE SCHEDULE G"G -B ALUMINUM FLASHING AU- EXTERIOR WALLS SHALL BE 2X6S O 16" O.C. A-12 A-II AT SHED ROOF AND WALL WITH 6" BATT/ INSULATION R-19 PROVIDE EXTEND CHIMNEY 2'-0" ABOVE MID SPAN BRIDGING ADJACENT RIDGE- PROVIDE STEP Y ROOFCONSTRUCTION o , BAARCHITECTURAL AT NEW ROOF AND CHIMNEY ARCHITECTURE GRADE ROOF SHINGLES RIDGE HEIGHT EL. 20'-8" A. .F n Bq AS SELECTED BY OWNER- OVER 30 111 SATURATED 8D THKHCONSTRUCTIONALT EXTERIOR GRADE OVERS PLYWOOD FASCIA - USE :I 4" X 10"'CLEAR PINE RIDGE HEIGH EL. 18'-8" A,F.F ri SHEATHING- USE 2X1° ROOF RAFTERS O 16" WITH 5/4" X 3" BATTER IR ARD' - �a O.C, -( ANCHOR TO WALL WITH HURRICANE g WALLROOF OVERHANG .., ,_ -_ (PROVHOLD IDE 8"OWN OTHK$BATTBY . INSULATION R-30 ) 11 REMOVE EXISTING ROOF SHINGLES L - - - - ROOFNINALIEU OF ALTERNATE-ARCHITECTURALSTANDING ROOF SHINGLES WALL BRACKET _ DETAIL AND REPLACE WA'Tli ARCHITECTURAL ~ � , O, O _ - � � i y GRADE AS SELECTED BY OWNER �'" I �' 1 �J -' ' _ _ 1 1 ,' *- II r Irl 'L_I' Ii I - - - - - i1_ II ,i: l 1 ROOF OVERHANG BOXED OUT WINDOW SEAT -EXTEND FLOOR I' I'' ) J I' 'III 1Ir �I1 �, DETAIL WALL BRACKET SEE + ,� 4 J : r t : h I i7L 11 FRAMING AND ROOF PROVIDE NEW WINDOWS AS . i1 rI 1 1f T1 11 1 ` 1 1I INDICATED BOTTOM OF CEILING EL. 720" A.F.F. ' Ii ;I ;I OPTIONAL EXPOSED EAVE 1 h _1 J 'I I_� _ _ FIXED F'� D FI%ED FI%ED FIXED FIXED IT 'I r�� f'1 ` I, ',]1� 11',1 RAFTERS- REMOVE EXISTING I MATCH NEW ROOFING L L,, I 1 11 •r - J 1' 1 I 1 ) II ,!; FASCIA BOARD PROVIDE FULL I , - -1; ,I " 'I '' RS ;1 TRIM BLOCKING AVE RA, BIER ENDS AS LOFT EL 8'-11" A.F.F. I i _ :I�. L O� Ali REQUIRED AND PAINT E _ FIXED FI D FIXED FIXED FIXED FI%ED OPTIONAL EXPOSED EAVE - - - ----- RAFTERS- REMOVE EXISTING - - - \\RAFTERS- REM BOARD PROVIDE FULL - BLOCKING BETWEEN RAFTERS \ REMOVE EXISTING SIDING AND REPLACE WITH I TRIM EAVE RAFTER ENDS AS - FIXED �; D FI%ED FIXED EXTERIOR FINISH- CEDAR 5" EXPOSED SIDING OVER. REQUIRED AND PAINT _ - � m _ SATURATED ASPHALT CONSTRUCTION PAPER FIRST FLOOR EL O'-0" A.F.F - -- YY .., - .- - - _ - I 2'_6" ' I NEW INSWING FRENCH I � APPROX. GRADE NEW CASEMENT F L__ DOOR WINDOWS SEE SCHEDULE L_ NEW AWNING --------- - ----- ------ J 3ANDOW� SEE PROPOSED FOUNDATION REAR ELEVATION SCHEDULE AND FOOTINGS CELLAR EL. MINUS(8'-11"B.F.F) SCALE= 1/4"=1'70" i ROOF EXISTING PROVIDE 2" DIA. ROOF RAFTERS AND NEW CASEMENT VENT-BETWEEN EACH RAFTER SHEATHING ADJACENEXTEND' T IMNEY Y-0" ABOVE WINDOWS SEE PROVIDE FULL BLOCKING �� ( � ' ADJACENT RIDGE- PROVIDE STEP � SCHEDULE FLASHING AT NEW ROOF AND CHIMNEY E3-$ G-G 1 - BASE. A-11 A-12 FASCIA - USE 5/4" X 10" CLEAR PINE BETWEEN RAFTERS WITH 5/4" X 3" BATTER BOARD USE 5/4" THK.10" TRIM Ifs o WALL CONSTRUCTION-1/2" EXTERIOR GRADE BOARD OVER BLOCKING + RIDGE HEIGHT EL 20'-6" A.F.F PLYWOOD SHEATHING OVER 6" WOOD STUDS I 1 r ADD ALUMINUM DRIP I WALL CONSTRUCTION- CEDAR SHAKES O 16" O.C,- USE 6" BATT. INSULATION CAP (SILVER) WITH 5" REVEAL- OVER 5/8" THK. �. TOP OF HEADER EL. 9'-7 ^( (OPTIONAL ALTERNATE- STANDING SEAM COPPER 1 _9' EXTERIOR,:,GRADE PLYWOOD SHEATHINGS. ABOVE LOFT ALL EXTERIOR WALLS SHALL BE 2X65 O 16" O.C. ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES REMOVE FASCIA i NTH 6" BATT,/ INSULATION R-19 PROVIDE _ BOARD TOP OF HEADER EL. 7'-4" MID SPAN BRIDGING - 11I -- 1 'F � ABOVE LOFT _ REMOVE EXISTING ROOF SHINGLES I - - - - - AND REPLACE WITH ARCHITECTURE ! -- -�� L EXISTING CEILING _ - ' Irl 11 GRADE AS SELECTED BY OWNER ! JOIST i11 II �` 11 r 1 1 I i` , r OPTIONAL EXPOSED EAVE ff .,., iII 1 � '. ', L`,I r II ( ili n � RAFTERS- REMOVE EXISTING t RIDGE EL 11'-2" I ' I � I I I. I' I� ' 1 111 I+ 11 - - ;ail I ,'r! r ,° r' ';' -EXISTING 1 BLOCKI BOARD PROVIDE FULL REMOVE FASCIA BOARD EXTERIOR SOFFIT AND FRAME -BLOCKING BETWEEN RAFTERS TRIM SAVE RAFTER ENDS AS PROVIDE WOOD BLKING FRAMED WALL -1- REQUIRED AND PAINT r1 i. 1-, BETWEEN RAFTERS-PAINT LOFT EL 8'-11" A.F.F. ; 1' 1 -' :_ 1 1 1 ''..i I. '' 1 ° 1 ', 1 f _, 11_; UNOERSIDE 'OF EXPOSED SNF � +-�-F- Ir. 1 1 1 ,JL 'I - " ,t RAFTERS AND ROOF 11 '� )I I - BOXED OUT WINDOW SEAT -EXTEND FLOOR i iL A: 1 �L 1 L r.'i FRAIMING AND ROOF PROVIDE NEW WINDOWS AS SHEATHING t - - - - ._ - -. .. _. ..- - - -. -.._- INDICATEDL IL fin . REMOVE EASTINIG �' - - -- - - - - - -- - --_- - - OVER. SATURATED ISH- TING AND REPLACE WITH - ' EXTERIOR FINISH- CEDAR q" EXPOSED SIDING . E CONSTRUCTION PAPER APPROX., GRADE - - EXPOSED RAFTER ENDS I FIRST FLOOR EL. 0'-0" A.F.F r.. - _ - - - - - --- - - - _ � ' - - - - - - - OPTIONAL OPTIONAL EXPOSED EAVE 2'-6" RAFTERS'- REMOVE EXISTING NEW LAY-ON ROOF --,� I FASCIA BOARD PROVIDE FULL NEW CASEMENT NEW ENTRY DOOR WITH GABLE- WITH EXTENDED NEW CASEMENT i BLOCKING BETWEEN RAFTERS WINDOWS SEE SIDELIGHTS - AS SELECTED EAVES- SEE SECTION WINDOWS SEE - TRIM EAVE RAFTER ENDS AS SCHEDULE BY OWNER SEE - SCHEDULE PROVIDE DECORATIVE SCHEDULE I REQUIRED AND PAINT FYPHON - CIRCULAR I VENT °" GABLE 2°" DIA. FRONT ELEVATION CELLAR EL MINUS(B'-11"B.F.F) - - �— ' SCALE= 1/4"=1'-0" I 11 `1 PROJECT ADDRESS JOB NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: 924/2002- revised for new extension VIED Aq NN A.h C,y4 1 THE BIRTH RESIDENCE 2040 CENTRAL DRIVE Jo18 NUMBER GLENN A. MAASE R.A. � A4DITION : AND ALTER'ATI;ON . MATTITUCK , 'NEW YORK, 1195:5 _ 58 JULBET DRIVE SAYVILLE NEW YORK 11782 FLOOR PLAN A - 5 1 TEL: 631-563-3343 FAX: 631-563-3343 q� 1 ROOF CONSTRUCTION ! ARCHITECTURAL GRADE ROOF SHINGLES, 1 AS SELECTED BY OWNER 048R 30 i SATURATED ASPHALT CONSTRUCTION PAPER OVER 6JB YHK• EUtT, I� GRADE PLYWOOD D-D A-A EA G- W$E 2X70 ROOP'RAFTERs o 18" 0,C. ( ANCHOR 70 WALL`NTH HURRICANE 'A @ p-II ALUMINUM FLASHING HOLD OQWN CLIPS By SIMPSON. EXTEND CHIMNEY 2PR AEIOST �— AT SHED ROOF AND WALL (PROV(OE B" 1HKl BATT, INSULATION R-30 ) ADJACENT RIDGE- ROOF AN STEP . FLASHING AT NEW ROOF AI,VD CHIMNEY ROOF CONSTRUCTION OP710NAL ,ALTERNATE- STANDING SEAM COPPER BASE. _ OOFt IN LIEU OF ARCHIT$CTURAL ROOF SHINGLES — o ARCHITECTURAL GRADE ROOF SHINGLES ( r,--RIDGE HEIGHT ELL, 20':8" A__F.P -I ' N /I AS SELECTED BY OWNER- OVER 30 � -" --- : SATURATED ASPHALT CONSTRUCTION PAPER LI�rttJ 1 I ij1!, f OVER 5/8" THK. EXTERIOR GRADE PLYWOOD RIDGE HEIGHT EL. 18'-8" A.F,F � I! [r'r { l II'I �. I�r =i tl,r "LIl f'I I ll +� it �i4 . II �I li �!'_ SHEATHING- USE 2%10 ROOF RAFTERS Q 16' _ - '_ O.C. -( ANCHOR TO WALL WTH HURRLCANE Itl 4.111 HOLD DOWN CUPS BY SIMPSON. it 'I fiEltt� l �l IITa! II {L _ il �+il SLI ) r q r (PROVIDE 8" THK. BATT. INSULATION R-30 UPPER LIVING ROOM L�L I 1 1 I (OPTIONAL ALTERNATE- STANDING SEAM COPPER AWNING WINDOWS- 4' JI J1 11 {I lil '1 { ialf " , II '1 � ' 'i 111 I�I�il l t IL ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES I REMOTE CON Tj20LLED r' MOTORIZED 0 ERABLE I I RIDGE EL 11'-2" LOFT EL 8'-11" A.F.F. IIII �1� iI,1L T� Fl H LEFT ELEVATION l SCALE= 1/4"=1'-0'" FIRST-FLOOR EL. 0'-0" A.F.F ALUMINUM FLASHING AT SHED ROOF AND WALL Ii ROOF CONSTRUCTION AND FOUNDATION ARCHITECTURAL GRADE ROOF SHINGLES AND FOOTINGS AS SELECTED BY OWNER- OVER 30 # SATURATED ASPHALT CONSTRUCTION PAPER OVER 5/8" THK. EXTERIOR GRADE PLYWOOD SHEATHING- USE 2X10 ROOF RAFTERS 6 16" NEW CASEMENT O.C. -( ANCHOR TO WALL WITH HURRICANE WINDOWS SEE ' SCHEDULE HOLD DOWN CLIPS BY SIMPSON. ' (PROVIDE B" THK. BATT. INSULATION R-30 CELLAR EL_MINUS(8 -11 B•F.F) (OPTIONAL ALTERNATE- STANDING SEAM COPPER P A-A D-DROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES (OPTIONAL ALTERNATE- STANDING SEAM COPPER p_B A-Iy ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES RIDGE HEIGHT EL, 20'-8" A.F.F ROOF CONSTRUCTION -LAYON GABLE : 11 I il ' ,,SII I i. ,;I I)1 i1 i '' 1 i � { Il�� �. Til- _1 � - irrL 7 ,- _ i it .{� iLli L I , ARCHITECTURAL GRADE ROOF SHINGLES Q11 { 1 LI I JAI ''l i , 'Y,k I T U 1 rl t r .L AS SELECTED BY OWNER- OVER 30 , 1 I t� ' 1i , n f' I CONCRETE PIER F001ING FO SATURATED ASPHALT CONSTRUCTION PAPER i " f 1 " III ' r '' ILII �� POST- (OUT DOOR SHOWER OVER 5/8" THK. EXTERIOR GRADE PLYWOOD `, L 1 )j l I, Y -, AND SCREEN WALL SHEATHING- USE 2X10 ROOF RAFTERS 016" I�1 ' 1)tl + 1 " IT r O.C. -( ANCHOR TO WALL WITH HURRICANE ` ' ,. "� ' I. , 111_x!. 1I� f�[� 1 I. 11 ' IIIA �I�,yi11 r HOLD DOWN CLIPS BY SIMPSON. �� 1 I ' .1 I jt1 II 'L�I I' II 11 _' I Ili ll� 111 i � I (PROVIDE B" THK. BATT. INSULATION R-30 #4 I' Y - - _2 _ UPPER LIVING ROOM RIDGE EL 11'-2' U `I1` Il ri I li,l 11 A_I! AWNING WINDOWS- 1[ MOTORIZED OPERABLE REMOTE CONTROLLED OLLED LOFT EL 8'-11 ' A.F.F. EXISTING FASCIA BOARD TO REMAIN NEW PICTURE 010V'E EXISTING SIDMG AND REPLACE Wf - - '- - - - WNDOWS- EXTEfZOR FMISH- CEDAR 5" EXPOSED SIDMG OVER „ _ ._ FlxeD FIxED, SCHEDULESE SATURATED ASPHALT CONSTRUCTION PAPER ! -- --- - - - - - _ " - '-" - - - - PROPOSED FOUNDATION FIRST FLOOR EL. 0'-0' A.F.F - _ - - _ _ _ _ AND FOOTINGS r NEW CASEMENT . - WINDOWS SEE SCHEDULE Fm F7 EXISTING FOUNDATION WALL OPENING- PROVIDE RIGHTr °0 NEW 10'-0" WIDE GARAGE ELEVATION EXISTING DOOR DOOR OPENING-AND NEW TO REMAIN ❑ ❑ ❑ 5'-0" FOR 2(2'-8") BARN DOORS. SCALE= 1/4"=1'-0" � CELLAR ELMINUS(8'-11B.F.F) PROVIDE 3/4" THK EXTERIOR GRADE PLYWOOD- ENCLOSE - 0 10 -0" PERIMETER WITH 3/4" THK, X 4" CLEAR PINE TRIM BOARD AND DIAGONAL, BRACES PROVIDE HEAVY GAUGED - HINGES AND LATCHES PROJECT ADDRESS JOB NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: E DAR THE BARTH RESU)"I 2040 CENTRAL DRIVE JOB NUMBER GLENN A. HAASE R.A., -� ADDITION 'AtU�} ALTERATION MATTITUCK , NEW YORK, 11952 58 JULBET DRIVE SAYVILLE NEW YORK 11782 FLOOR PLAN A - 6 - TEL: 631-563-3343 FAX: 631-563-3343 q+ 017956 F FOUNDATION 'WALL 10" THKI „ USE 4000 PSI CONCRETE 0 28 DAYS- USE 3/4' DIA 2" THK. CONCRETE DOWEL AND EPDXY GROUT SLAB TO EXISTING FOUNDATION WALL ' SPREAD FOOTING - V-0" THK X V-8"WIDE - USE 3,000 PSI CONCRETE 0 28 DAYS- USE 3 NO 5 BARS 1 TOP OF FOUNDATION WALL USE 3/4" DIA STEEL EL. 1'-0" BELOW FINISHED RODS AND DOWEL TO - 8. - \FLOOR - B. - EXISTING FOUNDATION WALL REMOVE EXISTING STEPS W VENT ROOF �- --- - r---- -------- -� - --- -------- EXISTING RETAINING of WALL TO REMAIN NEW f „ NEW I I NB TUB 11 I 2'-6 I ii - '� IK USE 3/4" DIA STEEL- _ RODS'AND DOWEL TO EXISTING FOUNDATION WALL I I I I 1 J i � III 4 18 DfA X 4'-0DEEP - pgONDE 2' WIDE OPENING PROVIDE NEW COLUMN SUPPORT 1 i III CONCRETE PIER FQOTING, IN EXISTING FOUNDATION' UNDER EXISTINGII GI DER i ' FOR POST'1UPPQRT - FOR CRAWL SPACE I � USE 3 1/2" DIA XII/4" THK. i i LINE OF PROPOSED I '. USE 2;500 PSI CONCRETE VENTILATION- 8" DEEP STEEL COLUMN - fjROVIDE I I A 16' X 16" X8" 7111K. CONCRETE! BOWA90VE NODW SEAT I I i FOOTING. , I I I I Ii Ii SII NEW NEW li J WATER CLOSE TUB �" 1 EXISTING FOUNDATION Vin/ ii Iii IF WALL OPENING- PROVIDE LINE TO KITCHEN SNEW HOWER PROVIDE NEW GOLU IN SUPP T / "�, I NEW 10'-0" NOE GARAGE SINN UNDER EXISTING 0 R i I1 DOOR OPENING-AND NEW USE 31/10 DIA X 1 ------ FOR 2(2'-6") BARN STEEL COLUMN - PRO I li i� Ii I DOORS. y - A 16° X 16" X8" THK. CONCRETE - EXISTING STEEL li �. ii �.� FOOTING. i i COLUMN-VERIFY IN FIELD NEW I.-XISIING STEEL L ______________ r_____________� Li v SHOWER COLLIMN-VERIFY l ', 4'-2" IN FI,rLD SAW CUT AND REMOVE I - SAW CUT AND REMOVE II II �' o I. 16'X16" CONCRETE SLAB u, 16"X16" CONCRETE SLAB FOR NEW COL. AND FOOTING FOR NEW COL. AND FOOTING I r PLUMBING RISER DIAGRAM p T 5/4' X 8' FRAMED PROVIDE 5/4" X 8" FRAME FOR ANCHOR-G. I' UP _� i OF DOORS TO HINGES � I { IL I i PROVIDE 3/4' THK EXTERIOR ! GRADE PLYWOOD- ENCLOSE PERIMETER WITH 3/4' THK. X 4" CLEAR PINE TRIM BOARD I AND DIAGONAL BRACES t� EXISTING DOOR TO REMAIN PROVIDE HEAVY GAUGED . HINGES AND LATCHES CELLAR / F�CfUNDATION PLAN I - SCALE= 1/4"=i'-O" it i 5 t I PROJECT: ADDRESS JCB NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: NNA H9Cyi � E �ARTH � IDEN,CE � 2040 CENTRAL DRIVE JOB NUMBER GLENN A. HAASE R.A. AODITIrON AND ALTERATION MA'TTITUCK NEW YORK, 11952 _ 58 JULBET DRIVE SAYVILLE NEW YORK 11782 � FLOOR PLAN A - 7 TEL 631-563-3343 FAX: 631-563-3343 i f�f EXISTING FLOOR DOUBLE UP ON EXISTING Joisr FLOOR JOIST FOR HEADER, GG ' A•II A-17 47'-2" 12'-4" 17'-6" I _ 17—4" 156"' I I I ASMREQU RHO R JOIST ;r - I 6-0" PROVIDE NEW HOLD DOWNI I I I FLOOR FRAMING HURRICANE CLIPS 0 RAFTER BOX WINDOW - PROVIDE NEW HOLD DOWN ENDS ( BY SIMPSON ) I I I I I I I ^ ! RAFTER SEAT—TIE B ACK ENDS BY SMPSON TO FLOOR JOIST EXITING ROOF MIN 3'-0" „ r ---_ --_—, i _._�—_—_— _, RAFTERS TO REMAIN— I I I I o I USE 1/2" THK. GYPSUM I I I I 2 I BOARD OVER RAFTERS, 1, I I A-13 _ PROVIDE 6' BATT. INSULATION I I US NII - c BETWEEN RAFTERS. I I JOLT HI Sim OGEf36 II I I . -___________-- ---- ---- ;3- EXISTING HEADER Q-p NE WATO REMAIN PA TITIO 2'-6" OVER GARAGE DOOR �I _ I S N IISEE DWG — CgTHEDI2AL y;EILJ�GA-12 FOR s dJ' STAIR DETAIL s R�{'�0 E%I$TINCIGYP. B0. FLOOR FRAMING REry OVEIEXI$I`1NG `,YP. �D ,I UILT UP N1) CCL. to I I AND CEILINGI JOIST. BOX WINDOW SEAT-TIE BACKANP CEI TNG GIST =I I I I I IISEFLUSSIMPSONR MIN.TO 00RO"JOIST a , alp ( I I I I I I I1 1 I r kIANGAR6 t � s � 1 1 - - - - -T- , -I i � A•II I I A 31 I I I 5'19^ I " 6'-," �I I I I I I I I I a 1DILTIUP WD LUM BUILT U A-13 EXISTING FLOOR JOIST I q ii�� I SEE p0�0 ARL�I2/ BCELLAR I I I I U E 2)1 LIN 5013 C I I — J II I FRAMING IIICIIIIIII — 80 0 2) HE 2'-6- USE EXISTING'ROOF I I. � 1 1 CANYL. RAFTER$ TO REMAIN— i. I SEE FRAMING DETAIL U$k ,/2 r,% GYPSUM I I I 'J ` ) J „ I' aye 71'lIS DRAWING BOARD 9118 RA S. S'— " \ i U, 3 ' XB 1 TG', OF E 0 F. `ao ! I I I NF1==1== = _ _$ - - RROCOL V)Df'B' 6ATL INSULATION - ��r. , r- ii„ eflwseN AAFIEA3, I I I ' I T 1 I-____ B L S�a�IET–U WD� TO NS 'BUILT P-WD COL CfI�INNG 0 R " I I SE8 DETMIL 2✓A- II - IKITCMEN t0 REMAI x8 if U. 2x ®' 6 .C. I II I III ., I A'T�IC SgACE I I f I I I I I I I I —EXISTING BOX WINDOW SEAT 1 IIdI I I I I I I I I I I JOIST TO REMAIN I IBAITH AND HALL_ TO REMAIN I I I 'A'•g SCALE= 1/4"=1'-0" I I I I I I I I I I I I FIN. RR. ELEV.+6=11 /2" — ! 2 (2X10 HEADER ) I I I I I I I EXISTING CEILING J JOIST TO REMAIN REMOVE EXISTING ENTRY AND EXTERIOR WALL RECESS NEW ENTRY-- 1/17f2" _ SEE FLOOR PLAN 7" 2 7 6 F CEILING( AND LOFT FRAMING PLAN 6 SCALE= 1/4"=1'-D" '• 5 1/2' 3 BUILT- UP HEADER2 BUILT- UP WD . COL. A_8 A-g f 1 a , r PROJECT ADDRESS JOIE NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: 9/24/2002–,-revised-revised for new extension TIME 'BARTH RES ENCS ', 204Q C'ENT`RAL DRIVE 1013 NUMBER GLENN A. HAASE R.A. , ADDITION AND ALTERATION MATTIT.UCK NEW YORK, 1195;1 ' _ 58 JULBET DRIVE SAYVILLE NEW YORK 11782 y� 9��" FLOOR PLAN8 - _ TEL: 631-563-3343 FAX: 631-563-3343 - - — I I. I I ROOF CONSTRUCTION ARCHITECTURAL GRADE ROOF SHINGLES FINISHED ROOFING (ARCHITECTURAL AS SELECTED BY OWNER- OVER 30 )/ GRADE SHINGLES OR OPTIONAL ' SATURATED ASPHALT' CONSTRUCTION PAPER STANDING SEAM COPPER j OVER 5/6' THK. EXTERIOR GRADE PLYWOOD I SHEATHING- USE 2X10 ROOF RAFTERS 0 16" ! O.C. -( ANCHOR TO WALL 'NTH HURRICANE HOLD DOWN CLIPS BY SIMPSON, - , 5/4" X 10" FASCIA BOARD (PROVIDE B" Ti BATT. INSULATION R-30 ) 2"X10" ROOF TH 3"X 5/4" BEAD '80ARD (OPTIONAL ALTERNATE_ STANDING SEAM COPPER RAFTERSID 16". O.C, B-B GG ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES USE- 2''X6' RAFTERS BUILT ETA STL. COLUMNS-- A-II A-17 AT ROOF CANTILEVER I - SEE DETAIL TI COL BUILT-UP STL. COLUMNS USE 5/4" X 6" FASCIA BOARD CLOSE EAVE WITH 5/6" THK. EXTERIOR r �; GRADE PLYWOOD SHEATHING PROVIDE SEE DETAIL 6/A-14 4T-2' 2"X6' FRAMED CONTINUOUS ALUMINUM VENT. ' PARTITION ON GLUE - LAM TO ROOF RAFTERS '"'!; USE FILLER(2X8) ON TOP OF 12'-4' 17'-G 17'-4" . OUTRIGGER FOR CANTILEVERED RAFTER SUPPORT 2-6" 2'-6" - " BUILT-UP. COLUMN SUPPORT FOR RIDGE 4 BEAM (OPTIONAL ALTERNATE- STANDING SEAM COPPER QUTRIGGER/SUPPORT ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES 4 TOP OF OUTRIC R AND BRACKET- OUTRIGGER/SUPPORT BOTT. Of GLUE OUTRIGGER - USE -', AND BRACKET LAM BoAp") --*- FILLER 2) WITH I" PLYWOOD III COLUMN FOR 3/4" THK. PLYWOOD OF WALL GLUE-LAM' 2"X6" CEILING TEMPLATE �� PLATE I (0'-0") A.F.F SUPPORT LOW RIDGE EL 16'-6" A.F.F. PLYWOISTDUMSE P�ATHK. ;,j GLUE LAMB BEARING ENDS TO "X6'FRAMED WALL BEAR ON 2"X12" OUTRIGGER TITION I. 1P I, ITL �` IIN— ILI� , 1 3(2.OG-P LAM LVI; i6 X i /4") ( LOAD TRANSFER BEAMTl 2 p_p ICT 1111 111r 11 T p p § DTT. OF UE.LA EL i -4" A.F.F. I,',I II I' ll 1� tl` END WALL DETAIL SECTION I� I { �I Iil II ,I! 1 1 !1 p O I ! 1 ,, I 1 � 11 , I' 1' II I � if f� r' 7X11 '�,i 1J.l IIII II I' 'll, 171111 IIrll o K o '� r,l + 1 II !I ' II II S - �I A-Q A rA J I ' ��w N � II I 11 11 LII i ) T > > j '1 r 1) ' 1 p�(1 r m °i n �'I TCI r'1 I IJ !'lr,, Il'�1 T 1 — I 1 I� 1.,),,.TL II I U .Ilc� I� I 11,1 'Ir�pi� .IIL! z ' I 4 y 41 LI�� 11 I11 ]y'�11�1! I 2•-7" _ II `J(.✓!_ I J I, f' GLlf,l 1 I!.� 3-" Il y I, 1 ." , . ., • llrl• I'..C�' L ( � h� AL 11 Sl11 ILd. ❑ C� fIf T ij .) ; } '�f l ^'l i RIDGE VENT -� .f. . a II 111 L j" ,'l 1 )I L I'I 'I f 11 ' If 1j i i1 'r ' .L , LII nl f I r U�) l,✓. X11 �fri 1 i + I li '1 1 T 1 ' Lill JL71 � YLt< r f ,iJ ,1 I I irTlfl l }If ',r + ir`�111111 �I . ,)III I ',Ili- - ,�i 11111 'I�Si I` , 11,11 �.1 ' I ill ,l'I� +I - I,ljl)I j1J,rllrl1171 ' I) ffl BUILT—UP COLUMN .I'I, J11 )_ I I,I Jr IIII II+,� f ' Jl ,I }l�I L I,lr i1+� II r MPI 1111, ,Li ,, 'I 1 ,r ;j r I 11 ! L4 I, II L) . IL t REMOVE EXISTING.ROOF SHINGLES - Ii IJ a,l1, La III . LII .V EL 11 -3 EAM II II "II1L I ' � j, '' 1 AND REPLACE WITH ARCHITECTURAL 1 Ill I i 1 11 ' 1� - I L l 1 I) ' 11�' 11 LL I 11° I ' it 1 GRADE AS SELECTED BY OWNER ,y" f „7 )1 'I ' 1� ', f� Ill 11 � }I Lel 1 i ut rl —+— , { ) I `, i t I N I �I I ,+X1.11 111 III I, LOA N M .i L L ! T. ' 11 li r I Vit, 11 �I'1 I 1 ' II 1 'r ' li 1 III tl. 11 C I ,n 1 . T 1111 ! I I 1 L , : .. � I I� I �i+ . L i•I 1111 , �! ( ll #'' i 11 f , 11 i'. ' ,I I'^ -irs-r-^�'t'" lr-.f I i'� I I I I1 � t r 11 I T r ,l l t I II . I 1,.Ix .'�r 1111j: '1 � 1alI�I ! !.IJ I ' .I 1 I „L I ,I I ' 1i.�'' III II � , 1, �! o - 0 4' • I 'I YI �' fI .I,Y� .I , 7( rl ' 111i ' 111 111 it II f fl 'I 1 l ILIIi1 , 11 {,IIII rl , .. Illi '-f 1 I 1 . h J � 11 1 . 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"I + n '" -J"L.t' 111' IlL' •I I11f I" ! 1 I I -SII r— r � I '� 77 if ':..�� I�L .) I! LI IIII LL J rC' . I - I L- I ROOF CONSTRUCTION A-11 A-12 ARCHITECTURAL GRADE ROOF SHINGLES BUILT- UP WD. COL. ROOF''CONSTRUGTION —LAYON,'GABLE AS SELECTED BY OWNER— OVER 30 # ARCHITECTURAL GRADE ROOF SHINGLES SATURATED ASPHALT CONSTRUCTION PAPER AS SELECTED BY OWNER— OVER 30 �1 2 'SATURATED ASPHALT-CONSTRUCTION PAPER OVER 5/6" THK. EXTERIOR GRADE PLYWOOD OVER 5 B THK.; 'XTERIOR GRADE PLYWOOD SHEATHING— USE 2X10 ROOF RAFTERS A 16" I 'Ei O.C. —( ANCHOR TO WALL WITH HURRICANE �1'9 I3 , SHEATHING ��USE 2XiQ ROOF' RAFTERS.0 16" HOLD DOWN CLIPS BY SIMPSON. - O.G, -( 'ANCHOR TO WALL WITH HURRICANE (PROVIDE 'I THK. BATT. INSULATION R-30 ) I{0),O..OQWN CUPS�BY SIMPSON. (PROVIDE 9` 1HK: BATT. INSULATION R-30 ) (OPTIONAL ALTERNATE— STANDING SEAM COPPER ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES , ROOF FRAMING PLAN SCALE= —O ._ { PROJECT ADDRESS JOB NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING TiTLE DRAWING NUMBER: , - ' 9/24/2002— revised for new extension D ,4 r � :(RESIDENCE 2040 CENTRAL DRIVE JDBINUMBER GLENN A. N'AASE R.A. ;�-- NNA•H sfi�m �IdITiON AND ALTERATION MAT7ITUCK , NEW YORK, 11952. _ 58 JULBET DRIVE , SAYVILLE , NEW YORK 11782 FLOOR PLAN - TEL: 631-563-3343 FAX: 631-563-3343 F A9 Y• IF ab 1 I ,' ' L,;II, ROOF CONSTRUCTION ARCHITECTURAL GRADE ROOF SHINGLES AS SELECTED BY OWNER— OVER 30 M I1 _ SATURATED ASPHALT CONSTRUCTION PAPER OVER.5/8" THK. EXTERIOR GRAOE PLYWOOD - SHEATHING— USE 2X10 ROOF RAFTERS 0 16" O.C. -( ANCHOR TO WALL WITH HURRICANE' ' HOLD DOWN CUPS BY SIMPSON. t0-2( (PROVIDE 8" THK. BATT. INSULATION R-3000NTII UOUS RIDGE (OPTIONAL ALTERNATE- STANDING SEAM COPPER VENT ROOF IN UEU OF ARCHITECTURAL ROOF SHINGLES 12'-4" 17'-6. 17'-4" (OPTIONAL ALTERNATE- STANDING SEAM COPPER ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES �' l I ' ' I rt- - I', : +.1 I )•-! I-L„ a—r J-w i-1 .L y��! I �� I I I , � IIII. I ', ' I' � I I I #' � �" . ` �, 1 IT III71 - ` f Ir11 IIT I CONTINUOUS RIDGE , �Ihk1! I . VENT _ lyl( I :IIli ii "� Lyl ', 111) 11 'I lilt 1} �_7 -1 � ; IV �_J I ! l-. l I I, _"Li r i - , -- IJ... 1 -' ' Ill Irl 'II •SII' 1 lil Ilii-i -- - - � � III'Llfµ Iii t-I G 7 ILII S _ y 'I'r li� l� ll l4s� � t.lip,(�'I FIT, (S .l'i"- � � '1 -. � n1 ' J_# _J � .-� IJ-I- �. � f . ' 'I II� i ' rI'I ry, II '� lil IIJ . I }1111 � ' i t, -; .-aA 11 . .�,� .., I . y , i ' - 17#1 f Ir 1 ' _,I A-II {- fit 1 . 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ROOF _ CX 0 CHIMNEY 2'-Q" ABOVE - A�.,!ACF„NT � � VALLEY F CONSTRUCTION - HASHING AT NEW ROOF AND CHIMNEY FLASHING -E3 G-G ARCHITECTURAL GRADE ROOF SHINGLES BASE', -II A-t7 AS SELECTED BY OWNER- OVER 30 B _ SATURATED ASPHALT CONSTRUCTION PAPER _ OVER 5/8" T'HK, EXTERIOR GRADE PLYWOOD t ' SHEATHING- USE 2X10 ROOF RAFTERS 0 16" 1} O.C. -( ANCHOR TO WALL WITH HURRICANE RbOF'C(1NSTRUCTiON '-LAYON GABLE' _ PROVIDE N UPS BATT.Y SIMPSON, R-30 ARCHITECTURA "GRADE' ROOF SHINGLES ( ) AS,SELXOTEO, Y OWNER-, OVER 30 N, (OPTIONAL 'ALTERNATE- STANDING SEAM COPPER SATURATED, ASPHALT CONSTRUCTION PAPER ROOF IN WEU OF ARCHITECTURAL ROOF SHINGLES OVER 5180'1k. EXTERIOR GRADE PLYWOOD SHEATHING=„USE 2X10 ROOF RAFTERS 0 16” D.C., -(`,ANCHOR TO,WALL WITH HURRICANE HOLD DOWN CUPS BY SIMPSON. - - ('PROVIDE 8" THK.'BATT. INSULATION R-30 r ROOF FRAMING PLAN - SCALE= 1/4"=1'-O" . i ( PROJECT ADDRESS JOB NUMBER ARCHITECT REVISIONS PRINT L06; DRAWING TITLE DRAWING NUMBER: f - 9/34/2002- revised for new extension B Ti BA'RTH R"E51�E�1'�E 2p40 CENTRAL DRIVE JOB NUMBER GLENN A. HAASE R.A. "- y NNA.� 77771 (/ ADDITkN AND ALTERATION , MATTbTUCK , NEW YORK, 11952 u 58 JULBET DRIVE , SAYVkLLE , NEW YORK 11782 FLOOR PLAN A — 1 �, ' TEL: 831-563-3343 FAX: 631-563'-3343 � � ' Op �f _ _ ,- ._:_ ..- ..'-, . ' .._... ' , ._..'_, . � , _-.•. � '..,. --, . 1 ' III r . , - .. _ - . . . .. - _,. . . , � - , � . , , - . , - . . . . . _ . .. .. - - r, .1.... JIM ROOF CONSTRUCTION ARCHITECTURAL GRADE ROOF SHINGLES " AS SELECTED BY OWNER- OVER 30 If - SATURATED ASPHALT CONSTRUCTION PAPER OVER 5/8" THK, EXTERIOR GRADE PLYWOOD - _ SHEATHING- USE 2X10 ROOF RAFTERS O 16" O.C. -( ANCHOR TO WALL WITH HURRICANE HOLD DOWN CUPS BY SIMPSON. (PROVIDE B" THK. BATT. INSULATION R-30 ) '(OPTIONAL ALTERNATE-,STANDING SEAM COPPER ROOF IN UEU OF ARCHITECTURAL ROOF SHINGLES PROVIDE PVC. ROOF CONSTRUCTION RIDGE VENT- CUT BACK ROOF CONSTRUCTION ARCHITECTURAL GRADE ROOF SHINGLES PLYWD. SHEATHING 2" 'ARCHITECTURAL GRADE ROOF SHINGLES FLOOR CONSTRUCTION AS SELECTED BY.OWNER- OVER 30 FROM POINT OF RIDGE AS SELECTED PHGUTTER- OVER 30" FINISH FLOORING AS SELECTED SATURATED ASPHALT CONSTRUCTION PAPER FOR AIR VENTING SATURATED ASPHALT CONSTRUCTION PAPER OVER 5/8" THK. EXTERIOR GRADE PLYWOOD BY OWNERS OVER 3/4" THK. II SHEATHING- USE 2X10 ROOF RAFTERS 0'16" G-C B-B PLYWOOD SUB FLOORING- USE OVER 5/9" THK. EXTERIOR GRADE PLYWOOD SHE G- LUSE O ROOF O.C. -( ANCHOR TO WALL SNTHON. HURRICANE A-17 A-II 2 X10 FLOOR JOIST 0 16" OC. '�'-A Q-12 D.C.A1F(I ANCHOR TO(WALL WTHRAFTERS HHU RSCANE " i HgtD DOWN CUPS BY SIMPSON. � SEE FRAMING PLAN. A-11 A-17 (PROVIDE B" THK. BATT. INSULATION R-30,) I NOLO DOWN CAPS IA SIMNSUL 20 5" A u 3 (PROVIDE B" THK. BATT. INSULATION R-30 ) (OPTIONAL ALTERNATE- STANDING SEAM COPPER REMOVE EXISTING ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES _ RIDGE AND RAFTERS - WALL CONSTRUCTION- CEDAR SHAKES (SILVER) WITH 5" REVEAL- OVER 5/8" THK. - EXTERIOR GRADE PLYWOOD SHEATHINGS. RIDGE HEIGHT EL. 20'-8" RIDGE HEIGHT EL 20'-8" A.F.F _ ALL EXTERIOR WALLS SHALL BE 2X65 0 16- D.C. - ;r WITH 8" BATT/ INSULATION R-19 PROVIDE , r% MID SPAN BRIDGING 'EXISTING ROOF RAFTERS, I TOP OF HEADER EL. 9'-7" NEW 2X8 LOW RIDGE EL 18'-B" A,F.F. D AND SHEATHING TO REMAIN . ,,I}"-, NEW AWNING WINDOWS' - REMOVEEXISIINO ROOF i t,(;-`l 't - ",' r �,. 4 ABOVE LOFT BEYOND PARTITION N— I SHINGLES FASCIA - USE BA X 10" CLEAR PINE _ LL:FT - - _ 1 - r,,. TOP OF HEADER EL. T-4 V WITH 5/4" X 3" BATTER BOARD , r ABOVE LOFT LOFTINE OF EXISTING ATTIC ACCESS DOOR ' , GABLED ROOF BEYOND r 3'X4' PROVIDE PASSAGE ,� MATCH NEW ROOFING DOOR HANDLE AND I� ' ��i� ���� NEW CEIUNG JOIST(2XB)016" D.C. ��I BOTT. OF LAYON CABLE OVER HINGES I ���� ��1* BOTT. OF GLUE-LAM EL: 13'-4" A.F.F. GLUE-LA CEILING EL. 12'-0" A:F.F. ` ' r, ':,, -,;1 r 3•-0. EL�10=2M A.F.F. 2X8 RAFTERS TUY L 11'-2" - I1L I PROVIDE 8" BATF. R=30 INSUL BOTFQM OF CE r, -*x R �'F, x - .x , - �J _ -- II _-- I • - " „- RIDGE E " REI.IOVE E�G5T1N& - - 016, O.C. ¢.- I _-IL___��.r___ BEDROOM/ CATHEDRAL BOTTOM OF BOTT. OF GLUE-LAM EL. 10'-4" A.F.F. CEILING GLUE-LAM EL -: -.�C�JC1BG.rYOI"at FIND HEADER BEYOND T EL B'- ��— - ..«. _,W, . . _. ._ LOFT EL 8'-11" A. i II :\ \ /� I I h _-. _ -_L__- -- �� I\ WALL CONSTRUCTION- CEDAR SHAKES LOFT- 11" A.F.F. 8'-0" A.FF '" .,,q A 11,11 (SILVER) WITH 5" REVEAL- EXTERIOR GRADE -- DASHED LINE O OUTDOOR PROVIDE SCREEN EXISTING ROOFED 3 2X1 ) 3 (,2% GABLE ARCM 7-- ALL EXTERIOR WALLPLYWOOD SHAL R� Pit THK. D I 0 16" O.C. , fl l IIIA a ' Ip ':i J' ( Y ..-I.; / VIDE I ' -1 I' III IiI i , FRAMED REMOVE EXISTING WALL CLOSURE ON FRONT PORCH HE DER HEAD CNTILEVER - , ',.-1_. ,i I MID SPAN BRIDGING GABLED ARCH CEILING JOIST AND A 2 SIDES-USE ( ) j - 1 I I_ I Ili . , pi III li , FACE , GYP.BD, WATER PROOF of rid f 1 I III _ I, NEW H p ER I ' SHEATHING AGAINST ENTRY 1 �t t '1 I� I! 6n� �}I '1 d �a - - - - EXTERIOR WALL FOR ai NEWQ�WINDOW u I 1 BEY ! f �� III WATER PROTECTION . . I! I' ;;� I EXISTING I AWNING WINDOW �� �� P LIVING ROOM I II II Itl r' ,' .i Ih11 , I; E FIREPLACE L I �M II ! I, I', III I - _ _ I FIRST FLOOR EL 0'-0" A.F.F �OOR EL. 0'-0" A.F.F I . _� _ � - ! �� i �_--FIRST..FLOOR EL " A.F,f v APPROX. GRADE _ EXISTING R VE EXISTING STAIR TO CELLAR PROVIDE EW FINISHED FLOORS AS 2 (2X8)TREATED LUMBER PA TIONS — APPROX. GRADE SELECTE $Y OWNER o SILL PLATE ANCHOR TO _ EXISTING FOWNOAl10N WALL WITH 1/2" E'Xl TINJ CELLAR CELLAR DIA ANCHOR BOLTS 0 4'-0" D.C. EXISTING CELLAR NEW SPREAD f00TING FOUNDATION WALL CELLAR EL. MINUS(8'-11"B.F.F) 10" THK. CELLAR EL. MINVSNNNN�8,LL7"$',F.F) - USE 3,000 PSI CONCRETE --^ I 0 28 DAYS- USE 3/4" DIA _ DOWEL AND EPDXY GROUT I 8 XB CCA TREATED I D N RO LUMBER FOR DECKING - TO EXISTING FOUNDATION WALL - EXISTING COLUMNS tE!XISIJNG COLUMNS SUPPORT / ATTACH TO VERIFY IN FIELDrERIFY IN FIELD PROMDE 6"6"X 6" CCA POST - SPREAD FOOTING NEW COLUMN TO NEW ,COLUMN TO 18" GRAVEL UNDER THK USE'3000 PSTHK. X I CONCRETE REINFORCE EXISTING BEAM REINFORCE NEW LOAD CO R X 4'-0" DEEP DECK � 0 28 DAYS- USE 3 NO 5 CONCRETE PIER FOOTING " - FOR POST SUPPORT BARS BUILDING SECTION A- AI U 2,500 PSI CONCRETE BUILDING SECTION B- B . , SCALE= 1/4"=1'-0" '— SCALE= 1/4"=1'-0" pgOJ�DT ADpRESS OB NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: 9/24/2002x- revised for new extension QAt tH RESIL EI CE 204:0 QENTRAL DRIVE NUMBER GLENN A. HAASE R.A. � N pbl N' AND ALTERATFCIN MA'TTITUGK , NEW YORK, 119!52 58 JULBET DRIVE , SAYVILLE , NEW YORK 11782 '"� FLOOR PLAN A — 1 TEL: 631-563-3343 FAX: 631-563-3343 tr, I I, FASO1A 5/4" X"1'0" GUAR PINE' BUILT,UP WU 2"X6' FRAMED WALL WITH'�,$/N'"-� a 9ATTER'BOARD COLUMN ABOVE GLUE-LAM ALUMINUM FLASHING - y R'(14F'CON$1T2OCTSON AT SHED ROOF AND WALL , - - ARCNITECT�IR>AL GRADE ROOF SHINGLES ROOF CONSTRUCTION RIDGE HEIGHT EL. 20'-6' A.F,F AS SELECTED BY OWNER- OVER'J0 pp ARCHITECTURAL GRADE ROOF SHINGLES o T SATURATED' ASPHALT CON$TRUClION:;PAPER AS SELECTED BY OWNER- OVER 30 RIDGE HEIGHT EL. 18'-8" A,F.F OVER 5/,r THK. EXTERIOR OADE�PLYWOOD SATURATED ASPHALT CONSTRUCTION PAPER -SHEATPoNG:" USE 2YI07II RAF' OS '616' OVER 5/6" THK. EXTERIOR GRADE PLYWOOD GLUE- LAM BEARING ENDS OA -( ANCHOR TO WALL WITH HURRICANE SHEATHING- USE 2X10 ROOF RAFTERS O 16" HOLD DOWN CLIPS BY SIMPSON. (PROVIDE W THK. BATT. INSULATION �R-30 ) D-12 A-11 O.C. -( ANCHOR TO WALL WITH HURRICANE (OPTIONAL ALTERNATE- STANDING SEAM COPPER A-I] A-II HOLO DOWN CLIPS BY T. INSUL ROOF IN UEU OF ARCHITECTURAL ROOF SHINGLES (PROVIDE 8" TER BATT, INSULATION AM CO (OPRONAL ALTERNATE- STANDING SEAM COPPER n ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES ------- ------- ----'---- RIOGE HEIGHT EL. , 2O'-8" ASS - EL 13'-4" A.F.F � A .� o � �� " I �' '"" BUILT-UP WD 2(2.06 LAM L 6"X 1 4") ( L TRANS R BEAM 3 1/4" i. LOW RIDGE EL 18'-8' XF.F. � O COLUMN 20� 4 BUILT-UP HYD TL�Lf Arnr, ACCESS DOOR w TT. OF UE-LA EL 1 " A.F.F COLUMN -FASCIA - USE $ 4" X 6" LEAN PINE DASHED LINE 3'X4 PROVIDE PASSAGE 5/4' X 3' ATTER BOARD REMOVE EXISTING DOOR HANDEI AND _- HINGES o GLUE- LAM BEARING ENDS TO �. 6 CEILING JOIST AND , GYP.BD. n\\ BUILT-UP N STEEL COLUMN EL. IS-4" A,F.F r ,- FASCIA USE 5/4" X 10' CLEAR PINE WITH 5/4" X 3" BATTER BOARD 2" DIA STEEL POST RAILING WITH OAK HANDRAIL t ,.�1¢'� I \\\ FASCIA - USE 5/4" X 10" CLEAR PINE m 'h WITH 5/4" X 3" BATTER BOARD BUILT-UP STEEL COLUMN 3/4" DIA STEEL PIPE 11 \� FIRST FLOOR, EL, 0'-0" A.F:F 4=� 3 ( X8) HE ER 3 ( X10) � FLOOR CONS RUCTION HEA ER INTERIOR ELEVATION -- CURVED WALL FINISH FLOP INC AS's S€ CTED - c-� 8Y OA NIER- 'VER 3/4' FHK. ap SECTION z PLYWO D SU FLOORING, USE SCALE= 1/4"=1"-0" j c' 3 2 X10 FLOG JOIST 0 i " OC• EXISTING • - c=� SEE FRAMING PLAN. PORCHA-12 . - h FIRST FLOOR EL. O'.-0" A.F.F ^ Y T RAWNG POST ANCHOR TO 2 - STRINGER- USE 1/4" THK. 2 2XO)TREATED LUMBER BENT STEEL PLATE-' THRU (( E%ISTING FLOOR FR�4MIN $LLL PLATE ANCHOR TO - q-3 BOLT b BOLTS 4 1/2" DIA. FOUNDATION WALL WITH, 1/2" NIEA ANCW SPREAD FOOTIING'4 "-0" O.C. EXISTING CELLAR / 10'-10" NEW COLUMN To--/ REINFORCE NEW LOAD 13 TREADS ® 10" EA. - CELLAR Ell. MINUS(S'-1T"ELRF) CONTRACT R TO COUNTERSINK STRINGER 3/8" DAI GILTS 2 ( PER EACH SIDE OF TEAD THRU STRINGER) AND PROV DE OAK PLUGS -AND w PLAN GLUE IN PACE BUILDING SECTION C-- C A-12 -- ' —' USE 2" DIA IRON PIPE SCALE= 1/4"=1'-O" POS y S. WITHT STEEL STRAP-ATTACH STEEL 2" RAILING POST AL . 2'-2" STRAP TO ITRINGER WITH 1/2" DIA. -- - -. THRU BOLT USE 6 BOLTS LINEN CLOSET PEOASTIL / 1/4" THK. STL LINEN' CLOSET rl SINKr PLATE FOR RAILIN o - -- SUPPORT- . N m 0 r o 4 FLOOR ALE AS 1, L IT CONTRACTOR NOTE 0 NEWµ17H LEADED STAINED 4 3"X1 " OAK INGER a ELEVATION ELEVATION USE- OAK STRINGER NCH 21/2" T GLASS ABOVE .�/\/��-��\/� TREADS-ANC `./ CONTRACTOR NOTE 1 TREADS-ANCHOR TO NEW CASEMENT WINDOW X2 1/2" X 1/4" THK GLASS ABOVEWITH LEADED STAINED 8'-10" ,� STEEL ANGLES ANCHOR TO STRIGER AND TREADS NTH 3/8N DIA. STEEL BOLTS `r -F to LINEN CLOSET lLINEN CLOSET I ' 3/4"ce„ I ars RAILING POST ANCHOR TO - SHELVING . SINK AI STRINGER- USE 1/4" THK THRU �, _ .8' WATER SINK BENT STEEL PLATE- , BOLT WITH 4 1/2" DIA. PEDASTAL o CLOSET BOLTS SINK 6"_p• m PREFORMED SHOWER '� 8 -0' BASE, - �; z ELEVATION BATHROOM PLAN � I -_ -- r0 IN 01I STAIR PROFILE A-,� SEE SECTION DETAIL ABOVE SCALE= ,%4 =1 ELEVATION SHOWER STALL ELEVATION 4 A-12 SCALE= 1/4"=1'-0" PROJECTADDRESS JOB NUMBER ARCHITECT REVISIONS PRINT LOG; ; DRAWING TITLE DRAWING NUMBER: 9/24/2002- revised for new extension E qq BARMT-H RESIDENCE 2040CENTRAL DRIVE JOB NUMBER GLENN A. HAASE R.A. AD;CJITON AND ALTERAT16N MATTITUCK NEW YORK, 11952 _ 58 JULBET DRIVE , SAYVILLE NEW YORK 11782 BUILDING 'SECTION DETAILS A - ,; TEL: 631-563-3343 FAX: 631-563-3343 Nfq � n ;. { ROOF CONSTRUCTION ARCHITECTLIRk GRADE ROOF SHINGLES 5/4" X 10" FASCIA BOARD ROOF CONSTRUCTION WITH 3'X 5/4' BEAD BOARD ARCHITECTURAL GRADE ROOF SHINGLES I AS SELECTED BY OWNER- OVER 30 ROOF C0NS1RUC710N - AS SELECTED BY OWNER- OVER 30 ( SATURATED 'ASPHALT 'QONSTRUCTION PAPER r— OVER S/B" THK, EXTERIOR GRADE PLYWOOD / ARCHITECTURAL GRADEROOFSHINGLES SATURATED ASPHALT CONSTRUCTION PAPER SHEATHING- USE 2X10 ROOF RAFTERS 0 16' AS SELECTED BY OWNER- OVER 30 / OVER 5/8" THK. EXTERIOR GRADE PLYWOOD "ox. -( CHOIR TO WALL WITH HURRICANE SATURATED ASPHALT CONSTRUCTION PAPER SHEATHING- USE 2X10 ROOF RAFTERS O 16" HOLD DAWN CLIPS BY SIMPSON, OVER 5/8" THK. EXTERIOR GRADE PLYWOOD O.C. -( ANCHOR TO WALL WITH HURRICANE (PROVIDE' 8" THK. BATT. INSULATION R-30 } \AING AT SHED ROOF SHEATHING- USE 2%10 ROOF RAFTERS ® i6" HOLD DOWN CLIPS BY SIMPSON. i O.C. -( ANCHOR TO WALL WITH HURRICANE (PROVIDE 8" THK• BATT. INSULATION R-30(OPTIONAL ALTERNATE- STANDING SEAM COPPEHOLD DOWN CUPS BY SIMPSON.ROUE IN,UEU OF ARCHITECTURAL ROOF SHINGLE3'-10' (PROVIDE 8" THK. BATT. INSULATION R-30 ) (OPTIONAL ALTERNATE- STANDING SEAM COPPER ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLES CONTINUOUS PVC. RIDGE PENT 5/4" % 10" FASCIA BOARD LOCATED AT EACH VERTICAL WALL i WITH 3"% 5/4" BEAD BOARD 2"XO BRIDGING BETWEEN RAFTERS 1 -2 BELOW FOR CURVED WALL ATTACHMENT 9 i RIDGE HEIGHT EL, 20'-8" A.F.F RIDGE HEIGHT EL. 20'-B` A.F.F USE 5/4` X 6" FASCIA BOARD CLOSE EAVE WITH 5/8" THk. EXTERIOR 1 3(1.8 G-P LAM LVL 14"%1 3 4` iv GRADE PLYWOOD SHEATHING PROVIDE / CONTINUOUS ALUMINUM VENT. TOP OF HEADER EL. 11'-3" •j STRUCTURAL RIDGE BEAM cI h RIDGE HEIGHT EL 16'-8" A.F.F T ABOVE LOFT `DC7 '�-P LAM LVL 14"%1 3/4') 7 STRUCTURAL RIDGE BEAM TO USE 5/4' X 6" FASCIA BOARD + I ��` BEAR ON BUILT-UP WD. COLUMN i CLOSE EAVE PATH 5/8" THK. EXTERIOR '. ,1 r USE 4 (2X6) UNDER GLUE LAM FASCIA- CEDAR SHAKES OVER I CRAGE PLYWOOD SHEATHING PROVIDE _ 3 2"X10" FLUSH ( ) 3 LAYERS OF 1/4' THK. PLYWOOD CONTINUOUS ALUMINUM VENT. ) �"�—HEADER a SHEATHING (CURVED PANEL) I TOP OF HEADER EL, T-2" USE SIMPSON RAFTER �5'� ( HANGERS - L `r ABOVE LOFT ROOF CONSTRUCTION ALUMINUM FLASHING AT SHED ROOF +, ARCHITECTURAL GRADE ROOF SHINGLES -- AND WALL. AS SELECTED BY OWNER- OVER 30 B � NEW 6" STUD WALL PARTITION SATURATED ASPHALT CONSTRUCTION PAPER - STUD TO REST ON f- 3 ( 2"X 6') FLUSH /'� BEYOND OVER 5/8" THK. EXTERIOR GRADE PLYWOOD "; 3 ( 2X8 ) HEADER I HEADER SHEATHING- USE 2X10 ROOF RAFTERS 0 16" (2.0G-P LAM LVL 16",X 1 3/4") ff ALUMINUM FLASHING AT SHED ROOF _ 1 -5" REMOVE EXISTING ROOF O.C. -( ANCHOR TO WALL NTH HURRICANE LOAD TRANSFER BEAM y. .33 AND WALL �—RAFTERS/GYPSUM BO. HOLD DOWN CLIPS BY SIMPSON. S WALL CONSTRUCTION- CEDAR BRAKES' AND SHEATHING (PROVIDE 8" THK. BATT, INSULATION R-30 ) ti EL. 13'-4" (SILVER) WITH 5" REVEAL- OVER 5/8'-THK. d /I FLOOR CONSTRUCTION ( .EXTERIOR GRADE PLYWOOD SHEATHINGS. OPTIONAL ALTERNATE- STANDING SEAM ALL EXTERIOR WALLS SHALL BE 2X65 0 16' O.C. FINISH FLOORING AS SELECTED ROOF IN LIEU OF ARCHITECTURAL ROOF SHINGLE f LL NTH 6' BATT/ INSULATION R-19 PROVIDE ml BY OWNER- OVER 3/4' THK. MID'SPAN BRIDGING m n ✓ PLYWOOD SUB FLOORING- USE RIDGE HEIGHT EL. 20'-8" A,F.F I 4,-0„ �� PLYWOOD SHEATHING 2 X10 FLOOR JOIST 0 16" OC. �) 30 h, RIDGE EL 11'-2' 1;; / F�l SEE FRAMING PLAN. LINE OF EXISTING g Y 5� ALUMINUM FLASHING AT SHED ROOF GABLED ROOF BEYOND p w AND WALL. NEW CATHDRAL I a g °.3 CEILINGSEE a F HEADER EL. 11'-3" - — TEMPLATE DETAIL FOR SILL TOP O ABOVE LOFT d PLYWOOD SHEATHING LOFT EL 8'-11" A.F.F. r?^I " ' 2X10 ) FLUSH ( USE 5/4" X 6' FASCIA BOARD 2 WINDOW HEADER CLOSE EAVE WITH 5/8" THK. EXTERIOR HEADER USE 3 (2X6) ANCHOR ' i NEW LAY-ON ROOF - GRADE PLYWOOD SHEATHING PROVIDE USE SIMPSON RAFTER I� �j TO EACH BUILT-UP I GABLE- 411-1 EXTENDED CONTINUOUS ALUMINUM VENT. - HANGERS �( COLUMN PROVIDE DECORATIVE f EAVES- SEE SECTION --- --------------------- '\-"";-- I FYPHON CIRCULAR ' --�-- ---�j BATT. OF HEADER EL. T-2" i VENT"ON 'CABLE 20" DIA. � 1n ' I 3 ( 2'X 6") FLUSH I SEE DETAIL FOR HEADER <+ 3 ( 2'X10") FLUSH I I HEADER HEADER WALL CONSTRUCTION- CEDAR SHAKES (SILVER) WITH 5" REVEAL- OVER 5/8" THK, WALL CONSTRUCTION- CEDAR SHAKES EXTERIOR GRADE PLYWOOD SHEATHINGS. (SILVER) WITH 5' REVEAL- OVER 5/8" THK. ALL EXTERIOR WALLS SHALL BE 2X6S 016' O.C. I o EXTERIOR GRADE PLYWOOD SHEATHINGS, I WITH 6" BATT/ INSULATION R-1g PROVIDE I a REMOVE EXISTING I ALL EXTERIOR WALLS SHALL BE 2X65 O 16" O.C. m MID SPAN BRIDGING m EXTERIOR WALL WITH 6` BATT/ INSULATION R-19 PROVIDE #w OPERABLE PARTITION- PROVIDE I MID SPAN BRIDGING I �y AWNING {I NEW 6" WALL CONST- q WINDOW SEAT 2'-0" A.F.F. IQ I. RUCTION WITH NEW ENTRY ,j DOORAND SIDELITES I I b I i I I FIRST FLOOR EL. 0'-0" A.F,F ' FIRST FLOOR EL 0'-0" A.F.F FIRST FLOOR EL. 0'-0" A.F.F 2 ( 2`X10") FLUSH FLOOR CONSTRUCTION FINISH FLOORING LO OR NG AS S ELECTED HEADER BY OWNER- OVER 3 4 THK.,} USE RAFTER PLYWOOD SUB FLOORING- USE f HANGEERSRS 2X10 FLOOR JOIST ® 16` OC. 4, i FLOOR CONSTRUCTION 4'-0" SEE FRAMING PLAN. FINISH OMER RING AS D OVER 3/4` THK. BYI 2 (2X8)TREATED LUMBER PLYWOOD SUB FLOORING- USE SILL PLATE ANCHOR TO 2 WALL SECTION 2 X10 FLOOR JOIST ® 18" OC. - - DIA ANCTIONHOR WALL WITH,04'- " SEE FRAMING PLAN. m DIA ANCHOR BOLTS 4'-0" O.C. I m NEW SPREAD FOOTING A-13 { V-0" THK. X 1'-8" N70E I i,-4„ USE 3,000 PSI CONCRETE I 0 28 DAYS- USE 3/4" DIA f DOWEL AND EPDXY GROUT TO EXISTING FOUNDATION WALL i WALL SECTION CELLAR EL. MINUS(B'-11"B.F.F) CELLAR FLOOR EL (-B'-11" B.F.F. 3 WALL SECTION A-13 II PROJECT ADDRESS JOB NUMBER ARCHITECT REVISIONS PRINT LOG; DRAWING TITLE DRAWING NUMBER: THE BARTH RESIDENCE 2040 CENTRAL DRIVE JOB NUMBER GLENN A. HAASE R.A. A. Rc" ADDITION AND ALTERATION MATTITUCK , NEW YORK, 11952 _ 58 JULBET DRIVE , SAYVILLE , NEW YORK , 11782 FLOOR PLAN A - 1 3 TEL: 631-563-3343 FAX: 631-563-3343 N - M, y t 1 Op ptE c