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Home My WebLink About31273-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33450 Date: 12/17/08 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 4255 HALLOCK LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 112 Block 1 Lot 4.1 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 2005 pursuant to which Building Permit No. 31273-Z dated JULY 13, 2005 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 ALTERATIONS AND ADDITIONS, INCLUDING ENCLOSED ENTRY PORCH, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MICHAEL RACZ & GAIL DESSIMOZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 10/30/07 N/A 107759C 10/19/07 DRESCHER CORP Autlibrized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT WN HALL16 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 usedin system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) nou-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Conmrercial $15.00 Date. /��O�Djo New Construction: Old or Pre-existing Building: (check one) Location of property://4SS 6400 LA�L House No. Street Ala/ nr�J`T 'y � �/ 7IZ7 Owner or Owners of Property: ,/�le /��jt Hamlet ti .2 Suffolk County Tax Map No 1000, Section _ / Block /�it • Lot rL Subdivision Filed Map. Lot: Permit No. Date / "� 3 Date of Permit. 7L /3 Applicant: .S M� Gi72 Health Dept. Approval: Planning Board Approval: Request for Temporary Certificate Fee Submitted: $ � 33 Underwriters Approval: Final Certificate: V/ (check one) ApplicantSignatur 31a13 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 10/19/2007 375 Dunton Avenue 107759C East Patchogue, New York 11772 (631)286642 Issued To: Mr. Michael Racz Street: 4255 Hallock Lane West Village: Mattituck Zip: 11952 Town: Southold Section: Block: Lot: Contractor: J. Kalant Electric Lic. # 3805-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ PoolX❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub X1 Residential ❑ Det Garage I❑ Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters AIC Fans 34 17 42 8 Dishwasher Washer/Amps Dryer/Amps Oven RangelAmps Microwaves 2-2Oa 2/40s 1 Gas Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: 31273 utner tqulpment 52' Track/ 20 Track Heads/ 6' Plug Mold Hugo . Surdi President Rough Inspection: 04/19/2006 Inspector: Dennis Brandi Final Inspection: 10/17/2007 Inspector: John Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Ltoll, 5309$ Male Road P.O. BOX 1179 Sou"d, New York 11971.0959 BUILDING DEPARTMIR4T TOWN OF SOtPI`iiOLD CERTIFICATION Date: Qcl� 30+ R0 0r7 Building Permit No. 3 1a-73 Z Owner: flltct4AC--t_ ?—(aGZ GPttrIJcSSI M0-2- '// n ((pplease print) Plumber: //,A, S (please print) Pax (611) 765.1923 Telephom (631) 766-1AO2 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this 304-h day of o be 2009 Notary Public, County 1pem" - 44d=:�- (Plumbers Signature) KATHLEEN MARIE ALAIMO Notary Public State of New York Qualified in uffolk Coun Commission Expires April 30, 0 �� 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. 31273 Z Date JULY 13, 2005 Permission is hereby granted to: MICHAEL & ANO RACZ 100 VANDAM STREET NEW YORK,NY 10013 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS NO aas:1e7Yi1V at premises located at 4255 HALLOCK LA MATTITUCK County Tax Map No. 473889 Section 112 Block 0001 Lot No. 004.001 pursuant to application dated JULY 6, 2005 and approved by the Building Inspector to expire on JANUARY 13, 2007. Fee $ 1110.'1:10] ORIGINAL Rev. 5/8/02 3119-73 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING N FINAL [ ] FIREPLACE & CHIMNEY [ )FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ' 319--73z TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L.2 /0 -6_,r DATE �� r INSPECTOR 31 X73 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION j[FOUNDATION IST [ ] ROUGH PLBG. [[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1-14-t 4y"—V -tet `a- DATE (r — ` ,o s- INSPECTOR ' 31 a-73 Z - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION mm DATE 'jl _ 6 INSPECTOR " d ✓ `� PEIX & MARCHETTI A R C H I T E C T S L L P 19 WEST 21" ST #401 NY NY 10010 TEL 212 675-1535 • FAX 212 675-2255 Building Department, Town of Southold s; Mr. Damon Rallis FEB 1 7 Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 8 February 2006 District 1000, Section 112, Block 01, Lot 4.1 Building Permit # 31273 Dear Mr. Damon Rallis: I have personally inspected the renovation of the above premises and attest that the hurricane strapping and connections are to my plan and are to code. Sincerelv, J. J. server / 'obs / Mattituck / documents ::: DOB-3.doc E-mail: info@PEIXandMARCHETTI.com or PEIXandMARCHETTI@aol.com :1 PEIX & MARCHETTI ARCHITECTS L I. P 19 WEST 21" ST #401 NY NY 10010 TEL 212 675-1555 • FAX 212 675-2255 Building Department, Town of Southold Mr. Damon Rallis Town Hall, 53095 Main Road APR - 6 ' P.O. Box 1179 Southold, NY 11971-0959 District 1000, Section 112, Block 01, Lot 4.1 Building Permit # 31273 Dear Mr. Damon Rallis: 31 March 2006 This letter is to certify that the framing at the above project has been provided according to my drawings and directives, and complies with appropriate building codes. Sin c ely, J.'Po'uglas-Peix server /jobs / Mattituck / documents ::: DOB-4.doc E-mail: info@PEIXandMARCHETTI.com or PEIXandMARCHETTI@aol.com C PRIX rl&"I S p TTI LJ nactTEe.c'r1, 1, 19 WEST 2P� ST d40J NY NY 10010 TEL 212 67.5-1555 • FAX 212 675-2255 7 March 2007 Town of Southold Building Department Attn: Mr. George Gillen Main Road Southold New York 11971 District 1000, Section 112, Block 01, Lot 4.1 Building Permit # 31273 Dear Mr. Gillen: This letter is to certify that the plumbing and insulation at the above project has been provided according to my drawings and directives, and complies with appropriate building codes. Sincerely, J. `' J. Douglas etx [pm server /jobs / hallock lane / documents ::: DOB-5.doc] www. p e i x an d marc IF etti. co m info@p eix an dmarch a tti. c om FIELD INSPECTION REPORT DATE FOUNDATION (1ST) FOUNDATION (2ND) 11 ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE .a, -. O FINAL y ADDITIONAL COMMENTS e -- N l - _c _ m r y x d ro y TOWN OF SOUTHOLD BUILDING DEPARTMENT BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3Ja� 3'� Check Examined / , 20 S Approved % / 203� Disapproved a/c Expiration 1 Septic Form_ N.Y.S.D.E.C. Trustees Contact: Mail to: Q:D-7-- Phone: Buil ing - APPLICATION FOR BUILDING PERMIT ' Date % JULY 12005 INSTRUCTIONS a{ Thitypticatio'W ST Oe corrjpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl s, act _ ' 6lilaii si a re—fee according to schedule. b. n s rowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 'Jlolwlaa _;� (Signature @Vpplicant ck name, if a corporation) ��y'Mfb2�Gpt�i-�E—T1'1 J9 YYGd% li St- c�TRJa % , -514 17e q01 y 100/0 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder J. DPU41—A5 p,c/�C� .4rZH17iL--GT Name of owner of premises G-fAJL DU-ss/M0�2-' f MJGHQ"L RAGS (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 N Other Trade's License No 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Subdivision (Name) LHURje�L Hamlet Section //Z Block Filed Map No. Z 2. State existing use and occupancy of premises and intended use and occ a. Existing use and occupancy Qom$/(W1-/T-14L. K - b. Intended use and occupancy 9,C-5106FAJ7-hR-L R' -) of proposed construction: 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work 4. Estimated Cost 9 / *?S1p7ib Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units ONE 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. -- Jl—� Jc- 7. Dimensions of existing structures, if any: Front J�7 "5" ReRearDepth Height 23' Number of Stories 2 5q'Z Dimensions of same structure with alterations or additions: Front 7:7 --5"Rear Depth 7D`-5" Height 33'!0" Number of Stories Z 8. Dimensions of entire new construction: Front 5718l� Rear 2� �Z.r Depth 3�D15'� Height 33 (o" Number of Stories 2 9. Size of lot: FrontJC �f•07 Rear 2A59.95Depth �� • 29� 10. Date of Purchase 119 ;� q 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 C„qii- 00S5/MOZ- 42$5 rlANoakLal•W. 14. Names of Owner of premises "t4-k/4EL AAG7- Address MRfHittCk • NY Phone No. Name of Architect J. UmWit-4S MEFPC Address17W wJY .evio Phone No 2/2- (0�5 l555 Name of Contractor Iry /3E 5LFLEej&D 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 OF 7 C n �y9pif X being duly sworn, deposes and says that kS)he is the applicant (Name of individual signing contract) above named, ?�)He is the t4f - (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of _ otary Public 20 ©S" NOTARY PUUBELIC SYVb of Noww York Number 01 AL507959e Qualm" in Bions Cou" Cer"Cille Filed in Now York Ceu COmYnil uon Eiires June OB, 20� St)"re of Apl licant Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release I Data filename: C:\AutoCadDrawings\Dessimov\Dessimoz3.rck TITLE: Dessimoz Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 06/30/05 DATE OF PLANS: June 30, 2005 COMPLIANCE: Passes Maximum UA = 490 Your Home UA = 484 1.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Cathedral Ceiling (no attic) 361 38.0 0.0 8 Skylight 1: Wood Frame:Double Pane with Low -E 63 0.370 23 Ceiling 2: Cathedral Ceiling (no attic) 513 38.0 0.0 14 Ceiling 3: Cathedral Ceiling (no attic) 361 38.0 0.0 10 Ceiling 4: Cathedral Ceiling (no attic) 513 38.0 0.0 14 Ceiling 5: Flat Ceiling or Scissor Truss 660 38.0 0.0 20 Ceiling 6: Flat Ceiling or Scissor Truss 152 38.0 0.0 5 Ceiling 7: Cathedral Ceiling (no attic) 507 38.0 0.0 14 Wall 1: Wood Frame, 16" o.c. 325 21.0 0.0 11 Window 1: Wood Frame: Double Pane with Low -E 49 0.370 18 Window 2: Wood Frame:Double Pane with Low -E 81 0.370 30 Wall 2: Wood Frame, 16" o.c. 330 21.0 0.0 13 Window 3: Wood Frame:Double Pane with Low -E 74 0.370 27 Door 1: Glass 31 0.370 11 Wall 3: Wood Frame, 16" o.c. 532 21.0 0.0 25 Window 4: Wood Frame:Double Pane with Low -E 55 0.370 20 Door 4: Glass 31 0.370 11 Wall 4: Wood Frame, 16" o.c. 208 21.0 0.0 10 Window 5: Wood Frame:Double Pane with Low -E 38 0.370 14 Wall 5: Wood Frame, 16" o.c. 319 21.0 0.0 9 Window 6: Wood Frame:Double Pane with Low -E 165 0.370 61 Wall 6: Wood Frame, 16" o.c. 66 21.0 0.0 4 Wall 7: Wood Frame, 16" o.c. 143 21.0 0.0 4 Window 7: Wood Frame:Double Pane with Low -E 37 0.370 14 Door 2: Glass 31 0.370 11 Wall 8: Wood Frame, 16" o.c. 299 21.0 0.0 15 Door 3: Glass 31 0.370 11 Floor 2: All -Wood Joist/Truss:Over Unconditioned Space 1717 30.0 0.0 57 Boiler 1: Other (Except Gas -Fired Steam), 85 AFUE Air Conditioner 1: Electric Central Air, 10 SEER 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 Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications arkirKomuliance with this Code. Builder/De Date -66� REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release lc DATE: 06/30/05 TITLE: Dessimoz Residence Bldg. Dept. Use I Ceilings: 1. Ceiling l: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: 3. Ceiling 3: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: 4. Ceiling 4: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: 5. Ceiling 5: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: 6. Ceiling 6: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: 7. Ceiling 7: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 3. Wall 3: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 4. Wall 4: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 5. Wall 5: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 6. Wall 6: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 7. Wall 7: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 8. Wall 8: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Windows: 1. Window l: Wood Frame:Double Pane with Low -E, U -factor: 0.370 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Window 2: Wood Frame:Double Pane with Low -E, U -factor. 0.370 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 3. Window 3: Wood Frame:Double Pane with Low -E, U -factor: 0.370 For windows without labeled U -factors, describe features: 9 Panes_ Frame Type Thermal Break? [ j Yes [ ] No Comments: 4. Window 4: Wood Frame:Double Pane with Low -E, U -factor: 0.370 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 5. Window 5: Wood Frame:Double Pane with Low -E, U -factor: 0.370 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 6. Window 6: Wood Frame:Double Pane with Low -E, U -factor: 0.370 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 7. Window 7: Wood Frame:Double Pane with Low -E, U -factor: 0.370 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Skylights: 1. Skylight 1: Wood Frame:Double Pane with Low -E, U -factor: 0.370 For skylights without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Glass, U -factor. 0.370 Comments: 2. Door 4: Glass, U -factor: 0.370 Comments: 3. Door 2: Glass, U -factor: 0.370 Comments: 4. Door 3: Glass, U -factor: 0.370 Comments: Floors: L Floor 2: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Boiler 1: Other (Except Gas -Fired Steam), 85 AFUE or higher Make and Model Number 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. 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 -JC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. 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, glazing U -factors, and heating equ ipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts 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. Duct Construction: All joints, seams, 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 than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided 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 City Building Code , as applicable. Service Water Heating: 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 part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25' to 2" 2.5' to 4" Heating Systems Low Pressure/Temperature 201-250 Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( 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 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25' to 2" 2.5' to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 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 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson March 10, 2005 Ms. Natalie Nevard BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Peix & Marchetti Architects LLP 19 West 215` St. #401 New York, NY 10010 RE: DESSIMOZ/RACZ SCTM#112-1-4.1 Dear Ms. Nevard: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone(631)765-1892 Fax(631)765-1366 The Southold Town Board of Trustees reviewed the survey prepared by Howard W. Young last dated May 6, 2004 and site plan prepared by Peix & Marchetti Architects dated March 1, 2005 and determined the proposed additions/renovations to the existing dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from,this office. 1 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims 1. WINDOW & EXTERIOR DOOR SCHEDULE 22 -Jun -05 MATTITUCK General Notes: 1. All exterior windows and doors to be Marvin Aluminum Clad. Exterior select color T.B.D. Primed Interior. 2. All exterior windows and doors to be StormPlus line to meet current regional wind performance codes. 3. All windows and doors below 18" A.F.F. to receive NY State Code compliant safety glass. 4. All operable windows receive screens by Marvin. 5. All exterior windows and doors receives jamb extension. Expiet size TBD. Assume 3" 1 Kitchen Casemaster CCM2472 2'-1" x 5-11 5/8" 2x4 Yes No Right 1a Kitchen Casemastar CCMP24_ 2'-1" x T-8" 2x1 Yes No Picture (Custom Height) 2 Kitchen Casemaster CCM2472 2'-1" x 5'-11 5/7 2x4 Yea No Right 2a Kitchen Casemaster CCMP24_ 2'-1"x 1'-8" 2x1 Yes No Picture (Custom Height) 21b Library Casemaster CCM2464 2'-1"x 5'-3 5/8" 2x4 Yes Yes Right 2c Library Clad Roundtop CRT24—CM 2'-1" x 1'-6 3/8" 2x1 Yes No (Custom Shape) Spin Right: 10" Confirm w/Arch't 3 Kitchen Casemaster Left CCM2472 2'-1" x 5-11 5/8" 2x4 Yes No 3a Kitchen Casemaster CCMP24 2' 1" x. 1'-8" 2x1 Yes No Picture (Custom Height) 3b Library Casemaster Left CCM2464 2'-1"x 5'-3 5/8" 2x4 Yes Yes 3c Library Clad Roundtop CRT24_ CM 2'-1" x 1'-7 7/8" 2x1 Yes 1.10 (Custom Shape) Spin: 1'-7" Confirm w/Arch't 4 Kitchen Casemaster Left CCM2472 2'-1" x 5'-11 5/8" 2x4 Yes No 4a Kitchen Casemasier ^CM1324_ 2'-1"x 1'-8" 2x1 Yes No Picture (Custom Height) Page 1 Page 2 q:e 4b Library Casemaster Left CCM2464 2'-1" 5'-b 5/8" 2x4 Yes Yes 4c Library Clad Roundtop CRT24_ Cho 2'-1" x 1'-6 3/8" 2x1 Yes No (Custom Shape) Spin Left: 10" Confirm w/Arch't 5 Kitchen Casemaster Left CCM2472 2'-1" x 5'-11 5/8" 2x4 Yes No 5a Kitchen Casemaster CCMP24_ 2'-1" x 1'-8" 2x1 Yes No Picture (Custom Height) 6 Kitchen Casemaster CCM2456 2'-1" :i 1'- 7-5/8" 2x3 Yes No Right 6a Kitchen Casemaster CCMP24 2'-1" x 1'-8" 2x1 Yes No Picture (Custom Height) 7 Kitchen Casemaster CCM2456 2'-1" x 4'- 7-5/8" 20 Yes No Left 7a Kitchen Casemaster CCMP24 2'-1"x 1'-8" 2x1 Yes No Picture (Custom Heigh' 2x3 Yes No 8 Kitchen Casemaster CCM2456 2'-1" x 4'- 7-9ti" Right 8a Kitchen Casemaster CCMP24_ 2'-1" x 1'-8" 2x1 Yes No Picture (Custom Height) 9 None 10 Stair Casemaster CCM2472 2'-1" x 5'-11 5/8" 4x7 Yes Yes Safety req'd Tower Right on stair 10a Stair Casemaster CCM2440 2'-1" x 3'-3 5/8" 2x2 Yes No Tower Picture 11 Stair Casemaster CCM2460 2'-1"x 4'-11 5/8" 4x9 Yes Yes Safety req'd Tower Right I on stair 11a Stair Casemaster CCM2440 2'-1"x 3'-35/8" 2x2 Yes No Tower Picture 12 Stair Casemaster Left CCM2472 I 2'-1" x 5'-11 5/8" 4x11 Yes Yes Safety req'd Tower on stair 12a Stair Casemaster CCM2440 2'-1" x 3'-3 5/8" 2x2 Yes No Tower Picture 13 Living Casemaster CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No Right 13a Living Casemaster CCMP28 ^<' a" x 1'-8" 2x1 Yes No Picture (Custon Height) Page 2 14 Living Casemaster Left CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No 14a Living Casemaster CCMP28 2'-5" x 1'-8" 2x1 Yes No Picture (Custom Height) 15 Living Casemaster CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No Right 15a Living Casemaster CCMP28_ 2'-5" x 1'-8" 2x1 Yes No Picture (Custom Height) 16 Living Casemaster Left CCM2872 2'-5" x o'-11 5/8" 2x4 Yes Yes Safety req'd next to dr 16a Living Casemaster CCMP28_ 2'-5" x 1'-8" 2x1 Yes No Picture (Custom Height) 17 Living Clad OutSw. Fr. COFD3080 T-2 7/16" x 8'-0" 2x5 Yes Yes Door (Right) 17a Living Clad Ultimate COFDT30_ 3'-2 7/16" x 1'-8" 2x1 Yes No Transom (fixed) (Custom Height) 18 Bay Casemaster CCM2872 i 2'-5" x 5'-11 5/8" 2x4 Yes No Right 18a Bay Casemaster CCMP28_ 2'-5" x 1'-8" 2x1 Yes No Picture (Custom Height) 19 Bay Casemaster CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No Right 19a Bay Casemaster CCMP28_ 2'-5"x 1'-8" 2x1 Yes No Picture (Custom Height) 20 Bay Casemaster CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No Right 20a Bay Casemaster CCMP28 2'-5" x 1,-8" 2x1 Yes No Picture (Custom Height) 21 Bay Casemaster CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No Right 21a Bay Casemaster CCMP28 2'-5"x 1'-8" 2x1 Yes No Picture (Custom Height) 22 Bay Casemaster CCM2872 2'-5" x 5-11 5/8" 2x4 Yes No Right 22a Bay Casemaster CCMP28_ 2'-5" x 1'-8" 2x1 Yes No Picture (Cestom Height) 23 Bay Casemaster Left CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No Page 3 23a Bay Casemaster CCMP28 2'-5" x 1'-8" 2x1 Yes No Picture (Custom Height) 24 Bay Casemaster Left CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No 24a Bay Casemaster CCMP28 2'-5"x 1'-8" 2x1 Yes No Picture (Custom Height) 25 Bay Casemaster Left CCM2872 2'-5" x 5'-115/8" 2x4 Yes No 25a Bay Casemaster CCMP28 2'-5" x 1'-8" 2x1 Yes No Picture (Custom Height) 26 Bay Casemaster Left CCM2872 2'-5" x 5'-115/8" 2x4 Yes No 26a Bay Casemaster CCMP28_ 2'-5" x 1'-8" 2x1 Yes No Picture (Custom Height) 27 Living Clad OutSw. Fr. COFD3080 3'-2 7/16" x 8,-r,, 2x5 Yes Yes Door (Left) 27a Living Clad Ultimate COFDT30_ 3'-2 7/16" x 1'-8" 2x1 Yes No Transom (fixed) (Custom Height) 28 Living Casemaster CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes Yes Safety req'd Right next to dr 28a Living Casemaster CCMP28_ 2'-5"x 1'-8" 2x1 Yes No Picture (Custom Height) 29 Living Casemaster Left CCM2872 2'-5" x 5'-11 5/8" 2x4 Yes No 29a Living Casemaster CCMP28_ 2'-5" x 1'-8" 2x1 Yes No Picture i (Custom Height) I Page 4 Ltt��) _ � 1 _�OWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET a h - v �! VILLAGE DIST. SUB. _ LOT f �1 ACR. \ REMARKS --- TYPE OF BLD. PROP. CLASS �y LAND IMP. TOTAL DATE F3 4 Qk-134k_ \)L�= 4� sio s �t�'� t�� cor�s�, In9r �+��P Poo L 'flap hoi a a4f i • 4f. $ as-0,�- _ a D Ota GO DIo% -; <.A a- /l9 o CQ,knQ&A4 Ce - FRONTAGE ON WATER ' �� , 4 TILLABLE FRONTAGE ON ROAD WOODLAND t �e DEPTH G MEADOWLAND BULKHEAD HOUSE/LOT TOTAL OWNER STREET G-�, VILu.AGE DISTRICT S LOT and 11 /'y GL O r` —. f /l�t FORMER OWNER°�'h -" iia, N 9 0 L) N„ � E ACREAGE � y -2 e o (_ 1 � � a e S W TYPE OF BUILDING JA �. - / RES. SEAS. VL. FARM COMM. IND. CB. MISC. /O LAND IMP. TOTAL DATE REMARKS U SjOU' AlnDd 1 / vS S /2 G 3 �6G0 G - L54'Tl aS RcA4*f-lolf *" `' h /7 `/ /3 D G. Pe k 0'7.—/?? 71 of a) La ec K Ls C ' 444s•a• 14100 0 �% -2,3 0 () I/ y�' yj 6 P SS/G 9/ ?17/ -T1`I��r� U 2 d� s� ' '• �t ,�Y �L %' %/ �/ ?/Hatf_T aHevl �ox�%fl 4t.01' CO YID ✓ G 1c , �i7id/ d//�Gaa �o��, C�.0 C7 2.2. 0 0 �� 0 0 �� - F - 7/ S /� ✓anzfiia:r, 7Fa �a /-13-- AGE B IL'ING 10 7Z /-- g 33 0 1h}�f3 �cd °o?/S e� �, t> `eeua/e 111�- 147L 9y F ORMAL 9�'oo OW ABOVE �%3 �'�d 4.3 00-7 d dezeeuaj >Lo �¢cz 0 `f96_ oNEW $ Acre/ I P/erA /o ,� slue /2y 3p ZD 0/f � ------ - Farm Tillable 1 O Q O lo f� 23 v D e PTff 3700 o a o0 2 — z ?4 Rid <z 13oZ1 aoo a c-( f<.) �Z 3 ;/12-V-7 4� 4 7/o u-n�sf_COL -C it YgeY'a�e �/r �?S d' Tillable. Woodland _/090-8101 - r7 .�0�4�,1.t X01 X,N �kYa4e�S/ Swampland Brushland House Plot Total "� �' BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 4/ice- /04 -s - APPLICANT: 5000 ¢ ,��lC - DATE SUBMITTED: -- SCTM# DISTRICT: 1,000, SECTION: 112- , BLOCK: i , LOT: SUBDIVISION: ADDRESS: g2ars yyyz-e LA, CITY: .4402EZ ZONING DISTRICT: CONFORMING? .;?.9,qA BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OT, N BP BP -Z / C/0 Z- , INFO BP_ -Z / C/0 Z- , INFO_ -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED *° NOTES: LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at anytime after 7/1/83) REQ. LOT SIZE: REQ. FRONT_ REQ. REAR ACT. LOT SIZE;,P -WA- REQ. LOT COV. jQ ACT. LOT COV. PROP. FRONT REQ SIDE ACT. SIDE REQ. HEIGHT. PROJECT DESCRIPTION: -) 5'„ =b ESTIMATED PROJECT COST: a� A��T/ENGINEER:11 ACX PROP. HEIGHT WATER FRONT? WO DESCRIPTION: Q00r W -)S ✓ PANEL # FLOOD ZONE: X BULKHEAD? �tv DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D PT: YES orO, BED #): D _/ /_ PERMIT #: TOWN SEPTIC RECEIPT: Y ortAPTIC CER FICATION: Y obN fJ%+ NEW YORK STATE DEC: PRE -DEC 9/1/75 of A,�/f} DTE: / / PERMIT #: SOUTHOLD TOWN TRUAiEES: or NO hT DTE: //o / . PERMIT #: TOWN ZONING BOARD APPROVAL: YES DTE: _/_/ PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE /_/_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES ore NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)(YES1br NO NOTES: tit FEE STRUCTURE: FOUNDATION: % tS ��- SF FIRST FLOOR: 6 ' SF SECOND FLOOR: SF OTHER: SF TOTAL: 2, SF z 1. ( SF)- (� SF)=W) SFX $lV=$ -)OV-' 2.( SF)- (SF)= SFX $ _$ 3.( SF)- ( SF)= SFX $ _$ I IT OTHER TOTAL FEE FEE FEES +$ Pfd +$ =$ FINAL TOTAL: $ C� �� NEW YORK STATE CODE- COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 t/ Wind Speed: 120MPH .11/ Seismic Design Category: B v Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: JeSE/OCCUPANCY CLASSIFICATION: 4-3 AEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N ADERS: Y/N WALL STUDS: Y/N i �, ' GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS_:_Y/N_ i ROOF RAFTERS Yzi LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N_ _ DEAD: Y/N SNOW: Y/N EISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE/- MISSLE TEST REQUI MENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUC ' ON SCHEDULE: Y/N MEANS OF EGRES . Y/N PLUMBING RISE DIAGRAM: Y/N LOCATION OF IRE PROTECTION EQUIPMENT: Y/N TRUSS DESI N: Y/N CERTIFIC TION: Y/N NERG CALCS: Y/N T COMPLIENCE? YIN (RETURN TO PAGE ONE) Y f 'I I�M El I ATTIMILIF 11 'DO IN I TI I I I 1 11 11 1 IN ALLEN ON '-FRI 7ITI Of 11, 1 FW TELL - MITEATIMIN 11 12) ENNI-I I' N AN ILMII FARM 11- ARNF� IF FAAI DIN -1- ANDE 'ED I '-"'A 1--EE1N A'. "I OR' IF E IN. LI 1ITI.MN MR -11 11 ED BEENT11 IF FEN' B- L' FIN IU11M R I JIT BEAT IN I 111 EP �,o.n� ��o, o..w.-�n�,�. �U,�.a�.,w„a��,,, I.;�N�oo�r�. ,�,mm..Er,�a,��so�m,o :,yaw°o..°oo.�;�lmomoaw,o„ D A Tioeuneur 5Ei ■ _ MorcwzwT rouND 0 = srntiE EET ♦ = sTaKE raurvo CA 9 P,,,, c� NPfee LL NO ME / NI p0j / *01Aq 4 pottq 400 Ostrander Avenue Rlverhead, New York 11901 te1. 651 72-T.2505 fax. 6517270144 admin@ youngeng Ineer Ing.com Howard N Young, Land Surveyor fhamas C Nolpert, Professional Engineer Robert S. Tost, Architect Douglas E. Adams, Professlonol Engineer 517E DATA AREA = 2.9599 ACRES OR 128,935 50. FT + RIGHT OF WAY FROM 5U6JEOT PARCEL TO SOUND AVENUE NOT 5HONN HEREON. * NEW, A5 OF MAY 19, 2008, STONE HALLS, NALK5 AND DRIVEWAY NOT LOCATED AND SHOWN HEREON. SURVEYOR'S GER7IFIGA710N IOL 3 €'�N I HOWARD N. YOUNG, NYS L.5 NO. 45095 SURVEY FOR MICHAEL RACZ $ (SAIL RACZ at Laurel, Town Of Southold Suffolk County, New York FINAL SURVEY County Tox Mop DiAlnc[ 1000 Sucpon 112 31-1, 01 Loi 4.1 MAP PREPARED Record of Revisions JAN. 20, 1995 RECORD OF REV151ON5 DATE MAR -21 IqB; ---MAY--25 III 4PB.L1r2004 EINAI S IRVGY MAY ngE �nn4 — �`9AYJ9f20R@ 50 O 25 50 100 150 Scale: I” = 50' JOB NO. 2005-0159 DWG. 199x\RACZ-5\2008_0159-fs.dwg I OF 1 \ COASTAL EROSION IAZARO� \ uNE 2s FROM TGI OF FLE \ \ O �L O \ O O � � \ L GIAs` Pool O \ � 0 � \ G O TJ \ N FO I- 0 O \ \ \ \ \ sa a ss so loo I I TIIEF. 1u,F E,,:, F1 -1131 o 100s' a� PAT0� n I z, RIA -, z sToev $ z� _ / nREf 11 FRAME HOUSE „� nm s � FFE1�1099 ,on, (+ ova 1 _ - / i,m i \~•�� 1. IT \ 111 Ti J / +rtes '�, - ,n_15 •'I ( n.," 't ago oYp 'na ono �I LIA *IT, APPROXIMA LOCATION OF %Ell. nez eo — LOCATIOtI y q A OF WELL \ FIIIq� so m FILTER �m----z—.T '-v \;n. Fo%IMAZEMARµ -^— 4.1 Lol Young & Young, Land Surveyors oAfi u�: PP0. WRIER 400 Ostrander Avenue, Riverhead, New York 11901�� gV' DUl 1J N D SOUND 631-727-2303 pie I ..�, SLA LONG 779.3436 E 1995 kBAg a.e. 3�e DLIII E N 1. Howard W.Young, Land Sumeyor- 8g FJ�'26 : JAN. Thomas C. t, Professional Engineer €3E E N �2 :1"= 50'0, Robert erC. C. Tosf, Architect p3° c�$ :95-0025 Ronald E, Pfuhl, Landscape Architect pL�Rnlny 75.20 1 OF 1 Doug E. Adams, Professional Engineer \ COASTAL EROSION IAZARO� \ uNE 2s FROM TGI OF FLE \ \ O �L O \ O O � � \ L GIAs` Pool O \ � 0 � \ G O TJ \ N FO I- 0 O \ \ \ \ \ sa a ss so loo I I TIIEF. 1u,F E,,:, F1 -1131 o 100s' a� PAT0� n I z, RIA -, z sToev $ z� _ / nREf 11 FRAME HOUSE „� nm s � FFE1�1099 ,on, (+ ova 1 _ - / i,m i \~•�� 1. IT \ 111 Ti J / +rtes '�, - ,n_15 •'I ( n.," 't ago oYp 'na ono �I LIA *IT, APPROXIMA LOCATION OF %Ell. nez eo — LOCATIOtI y q A OF WELL \ FIIIq� so m FILTER �m----z—.T '-v \;n. Fo%IMAZEMARµ -^— 4.1 Lol ° PP0. WRIER gV' Fill —mom 2004 g. I ..�, k'ek 1995 - 7, 6 MAR. 21, aB�€ 5 �E DATE : JAN. 1995 ESm. SCALE :1"= 50'0, JOB N0. :95-0025 SHEET NO 1 OF 1 O digit i8og NOTE. _090 �A1f{5 Eo- _ �Re\_� 1. a = MONUMENT FOUND 2. o = STAKE SET 3. 0 - LATH SET 4. R.O.W. FROM SUBJECT PARCEL TO SOUND AVE NOT SHOWN HEREON 5. ELEVATIONS SHOWN HEREON �\ FROM e o FFI G.V.D. (MSL 1929) o \ COASTAL EROSION IAZARO� \ uNE 2s FROM TGI OF FLE \ \ O �L O \ O O � � \ L GIAs` Pool O \ � 0 � \ G O TJ \ N FO I- 0 O \ \ \ \ \ sa a ss so loo I I TIIEF. 1u,F E,,:, F1 -1131 o 100s' a� PAT0� n I z, RIA -, z sToev $ z� _ / nREf 11 FRAME HOUSE „� nm s � FFE1�1099 ,on, (+ ova 1 _ - / i,m i \~•�� 1. IT \ 111 Ti J / +rtes '�, - ,n_15 •'I ( n.," 't ago oYp 'na ono �I LIA *IT, APPROXIMA LOCATION OF %Ell. nez eo — LOCATIOtI y q A OF WELL \ FIIIq� so m FILTER �m----z—.T '-v \;n. +m11 UP 9 3 EELF RED WALL 10 2E; 30, IN 55 Od \ WO \ \ t \ \ FRAME \ 8314 F'U5%T� h nlzl �,I 15.263 � 70 NYT 3�.,o H`pNW� r 5 / eML -0 oC 4OImF°Im °\Nt�\tUOk sl M° GroP H°fb65 CFeA \ \ \ 1. FI MAY 20W N 0 112 1 01 Section Black 4.1 Lol ° MAY 5,2004 gV' —mom 2004 g. I ..�, k'ek 1995 - 7, 6 MAR. 21, aB�€ 5 �E DATE : JAN. 1995 ESm. SCALE :1"= 50'0, JOB N0. :95-0025 +m11 UP 9 3 EELF RED WALL 10 2E; 30, IN 55 Od \ WO \ \ t \ \ FRAME \ 8314 F'U5%T� h nlzl �,I 15.263 � 70 NYT 3�.,o H`pNW� r 5 / eML -0 oC 4OImF°Im °\Nt�\tUOk sl M° GroP H°fb65 CFeA \ \ \ 1. FI MAY 20W N 0 g 980 m1°g `eM�tl ige6' SURVEY FOR z4a3 MICHAEL RACZ & GAIL DESSIMOZ aim x3 e g£E At: LAUREL Town of: SOUTHOLD a Suffolk County, New York Suff Co. Tax Map: 1000 Olslrlcl 112 1 01 Section Black 4.1 Lol O MAY 5,2004 gV' APR 1, 2004 g. I ..�, k'ek 1995 - 7, 6 MAR. 21, aB�€ 5 �E DATE : JAN. 1995 ESm. SCALE :1"= 50'0, JOB N0. :95-0025 SHEET NO 1 OF 1 O digit i8og NOTE. 1. a = MONUMENT FOUND 2. o = STAKE SET 3. 0 - LATH SET 4. R.O.W. FROM SUBJECT PARCEL TO SOUND AVE NOT SHOWN HEREON 5. ELEVATIONS SHOWN HEREON ARE FROM ACTUAL SURVEY AND ARE REFERENCED TO N G.V.D. (MSL 1929) o 6 AREA = 29599 ACRES OR 128,935 S0. FT g 980 m1°g `eM�tl ige6' SURVEY FOR z4a3 MICHAEL RACZ & GAIL DESSIMOZ aim x3 e g£E At: LAUREL Town of: SOUTHOLD a Suffolk County, New York Suff Co. Tax Map: 1000 Olslrlcl 112 1 01 Section Black 4.1 Lol O MAY 5,2004 gV' APR 1, 2004 g. I ..�, MAY 23, 1995 - 7, 6 MAR. 21, 1995 DATE : JAN. 1995 SCALE :1"= 50'0, JOB N0. :95-0025 SHEET NO 1 OF 1 O L- P;J0BS\HALL0CK LA1'dE\as-3ui—TS\ARCti—PLAN>l,✓G PEIX& MARCHETTI ARC H ITE C T S LLP 19 WEST 21" ST 9401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW . PEIXANDM ARCHETTI, COM HALLOCK LANE 29 OCT 2007 Hallock Lane Mattituck, New York PERMIT # 31273Z AS BUILT DRAWING = j CCPYRIGII n 2007 PEIX A MARCH --TTI ARCHITECTS LLP A H-1 m ALL CONSTRUCTION Sf#AL-MEET THE REQUIREMENTS OF THE CADF NEW YORK STATE. NOT RESPbbN ISLE FOR L �' DESIGN OR CONSTRUCTIgN ERRORS. - "I—1 COMPL:7 WIafH ODES OF ,�.�0.� �� / ID.%G - NEW YORK STATEEON%N 4 / g r' n o 00 �1�4� AS REQUIRED AND CONDITIONS OF qsT ��—/- AL I �1 L� SOUTHOLDTONZBA - F tik ALLA114 SOUTHOLD TO ��PLANNING BOARD 18"DIA. TREE Uu IL A - S SOUTHOLDTOWNTRUSTEES (j)9 F I LD i� N.YSDEC ��1l ��. %�� / �I l''7 % OCCUPANCY OR u onve STORY � STRUCTURE USE IS UNLAWFUL \ g, / /I �' 24" DIA, TREE WITHOUT CERTIFICATE \ V �� - 1 y� co OF�OCCUPANCY y -_EXISTING GUEST `� 1 ( HOUSE TO REMAIN T r APPROXIMATE ' LAY NEW COBBLE I ' y ;�r STONE WALL NEW pRYWELL 1 LOCATION OF SANITARY UMBE�iCERTIFICATION �� SYSTEM i CONTINUATION OF 91ZED FOR 3 �--� OIgEADCONTENT BEFORE o LEADERS T �� 1 __ ExlsnNc. � � � � � I I_7 07 CER FICA f OF OCCUPANCY 5 8 cpuecT AND PIPE Sd'DER USED IN WATER / y ( ROOF WATER FROM SUPPLYSYSTEMCANNOT ` / �� /� LEADERS �� 1 EXCEED211 OF1%LEAD. pT Q d w2,UNDERGROUNDTO POOL GUEST REGRADE HILL TO �r�'Ju � �'' � NEWDRYWELL 1 1 BACK SIDE OF NEW 18" DIA. TREEHOUSE / WALL A I O , / r, ALL CONSTRUCTION SHALL �� ,- � 5 MEET THE REQUIREMENTS OF THE CODES OF N7 YORK STATE. EXISTING POOL �I �J b - (D 10 5 2 NEW STONE UP -� I 1 � Iu / OOD ZONE �� STEPS a ,-� I 07. �1 6X11 / OMPLY WITH CHAPTER '46e �- �� 3L 0/ OOD DAMAGE PREVENTION + 1 l-) OFA � �-�� . DIA TREE � � S UTHOLD TOWN \ �� I i d / / -I08i / i OUTLINE OF '� UN RWRITERSCERTIFICdTE �w� PROPOSED Eh � REOUTAED �` �� STRUCTURE - �I . PROPOSED EXISTIN 9 G �— ��y ADDITIp�I" I REMOVED BE EXI$TIN�2ST�IR BE RE , ' FRAME HOU$E TO r APPROXIMATE - I�,'REM AIN- -� y ERTIFIC TION OF 9? APPROXIMATE 10-6 7GREEN HOUSE PPROXIM TE r NAI6 NG & CO NECLOCATION of - {, REQUI JUNDERGROUND UNU DERGROUND D.' 1 OAS TANK, TO OIL TANK TO BE m, I \ EMPTIED AND " - } REMAIN. PROTECT CONFIRM LCCATJON &PATH OF p PT10 DURING REMOVED COMPLY 7m PIPE FEED PROM WELL TO HOUSE. ST,ODIE CONSTRUCTION WALL CODE I , , �; ; A PLAN ON PROVIDING PARTIAL REQUIREMENTS. NEW INTERIO LPIPE RUN TO r "I RELOCATED PRESSURE TANK, o j— -- 10 RETAl TORM W TER RUNOFF PURSUAN TOSEC ON45.10C OF TH&fO N CODE. <ExlsrwG ,CON RY _ - — — OT %Ti F 0 4' 8' 16' �I-7 ✓moi _ !� X n I N a2 p5Eo - — SCALE: 1/8" = 1'-01' r PROP U7 9 j / FMAIN =HOUSE �D ��-- / _ I � COLLECT + PIPE ROOF i I �1 I,3.59 WATER Oy LEADERSROM i UNDERGROUND TO L) 30) DIA TREE - NEW DRYWELL / 36" DIA TREE s-1 ENLARGED SITE PLAN — O_.-+5 _ NEWDRYWELLSIZED FOR (2) LEADERS foo oq ReoR PIJOBS\MATTI TU CK\DRAWINGS\DRAWINGS\drawings\D,O,B,\site TOWN OF: SOUTHOLD LOT: 4.1 BLOCK: 01 SECTION: 112 DISTRICT: 1000 OVERALL HEIGHT: 33'-6" OCCUPANCY: R-3 CONSTRUCTION TYPE: V LEGEND EXISTING STRUCTURE TO REMAIN r l EXISTING STRUCTURE J TO BE REMOVED PROPOSED CONSTRUCTION MNTTRUCK HOUSE INDEX OF DRAWINGS Ow g.H 1DraW Ing TV. ARCHITECTURAL DRAWINGS M -S ENLARG DSITER.AN M-1 DEMOLITIONPLAN 100 M-3 LIBRARY LEVEL PLAN ROOF PLAN M-4 BA$FMENT LEVEL PLAN M 5 ELECTRIC PLANS Level APP d ED AS NOTED =— —' M-8 I REFLECTED CEILINp PLA NS M-7 aRIO ATIONS ---- — M-3 IXTEMOR ELEVATIONS O East _ ----- DATE: � r B.P.#_--�� ELEVATIONS M-10 INTERIOR ELEVAT1ON5 M-11 INTERIOR ELEVATIONS M-12 BUILDINQSECTIONS FEE: ByP M-14 WALL B PLANDETAILS M.15 DET ILS Fireplace Elevallon A NOTI Y BUILDIN� DEPARTMENT AT __ __ _ MECHANICAL DRUM H-0 SUPPLY/RETURN DFFUSER PLAN H-2 DUCT DI9TRBUTIONPLAWSECTIONS H3 IHEATING PLAN I HOTWATERDIAGRAM 765-1802 SAM TO 4PM FOR THE DRAWINGS _ FOUNDATION PLAN WIFIRST FLOOR FRAMING FI RST FLOOR PLAN WILIBRARY FRA MING _ ROOF FRAMINI3 PLAN SEC TIONS AND DETA ILS SECTIONS AND DETAILS S3 _ S-4 35 FOLLOWING INSPECTIONS: 0 REQUIRED --- 1. FOUNDATION - FOR POURED CONCRETE TOP OF BLUFF 2. ROUGH - FRAMING 8 PLUMBING ` 3. INSULATION 4. FINAL - CONSTRUCTION MUST - BE COMPLETE FOR CO. ALL CONSTRUCTION Sf#AL-MEET THE REQUIREMENTS OF THE CADF NEW YORK STATE. NOT RESPbbN ISLE FOR L �' DESIGN OR CONSTRUCTIgN ERRORS. - "I—1 COMPL:7 WIafH ODES OF ,�.�0.� �� / ID.%G - NEW YORK STATEEON%N 4 / g r' n o 00 �1�4� AS REQUIRED AND CONDITIONS OF qsT ��—/- AL I �1 L� SOUTHOLDTONZBA - F tik ALLA114 SOUTHOLD TO ��PLANNING BOARD 18"DIA. TREE Uu IL A - S SOUTHOLDTOWNTRUSTEES (j)9 F I LD i� N.YSDEC ��1l ��. %�� / �I l''7 % OCCUPANCY OR u onve STORY � STRUCTURE USE IS UNLAWFUL \ g, / /I �' 24" DIA, TREE WITHOUT CERTIFICATE \ V �� - 1 y� co OF�OCCUPANCY y -_EXISTING GUEST `� 1 ( HOUSE TO REMAIN T r APPROXIMATE ' LAY NEW COBBLE I ' y ;�r STONE WALL NEW pRYWELL 1 LOCATION OF SANITARY UMBE�iCERTIFICATION �� SYSTEM i CONTINUATION OF 91ZED FOR 3 �--� OIgEADCONTENT BEFORE o LEADERS T �� 1 __ ExlsnNc. � � � � � I I_7 07 CER FICA f OF OCCUPANCY 5 8 cpuecT AND PIPE Sd'DER USED IN WATER / y ( ROOF WATER FROM SUPPLYSYSTEMCANNOT ` / �� /� LEADERS �� 1 EXCEED211 OF1%LEAD. pT Q d w2,UNDERGROUNDTO POOL GUEST REGRADE HILL TO �r�'Ju � �'' � NEWDRYWELL 1 1 BACK SIDE OF NEW 18" DIA. TREEHOUSE / WALL A I O , / r, ALL CONSTRUCTION SHALL �� ,- � 5 MEET THE REQUIREMENTS OF THE CODES OF N7 YORK STATE. EXISTING POOL �I �J b - (D 10 5 2 NEW STONE UP -� I 1 � Iu / OOD ZONE �� STEPS a ,-� I 07. �1 6X11 / OMPLY WITH CHAPTER '46e �- �� 3L 0/ OOD DAMAGE PREVENTION + 1 l-) OFA � �-�� . DIA TREE � � S UTHOLD TOWN \ �� I i d / / -I08i / i OUTLINE OF '� UN RWRITERSCERTIFICdTE �w� PROPOSED Eh � REOUTAED �` �� STRUCTURE - �I . PROPOSED EXISTIN 9 G �— ��y ADDITIp�I" I REMOVED BE EXI$TIN�2ST�IR BE RE , ' FRAME HOU$E TO r APPROXIMATE - I�,'REM AIN- -� y ERTIFIC TION OF 9? APPROXIMATE 10-6 7GREEN HOUSE PPROXIM TE r NAI6 NG & CO NECLOCATION of - {, REQUI JUNDERGROUND UNU DERGROUND D.' 1 OAS TANK, TO OIL TANK TO BE m, I \ EMPTIED AND " - } REMAIN. PROTECT CONFIRM LCCATJON &PATH OF p PT10 DURING REMOVED COMPLY 7m PIPE FEED PROM WELL TO HOUSE. ST,ODIE CONSTRUCTION WALL CODE I , , �; ; A PLAN ON PROVIDING PARTIAL REQUIREMENTS. NEW INTERIO LPIPE RUN TO r "I RELOCATED PRESSURE TANK, o j— -- 10 RETAl TORM W TER RUNOFF PURSUAN TOSEC ON45.10C OF TH&fO N CODE. <ExlsrwG ,CON RY _ - — — OT %Ti F 0 4' 8' 16' �I-7 ✓moi _ !� X n I N a2 p5Eo - — SCALE: 1/8" = 1'-01' r PROP U7 9 j / FMAIN =HOUSE �D ��-- / _ I � COLLECT + PIPE ROOF i I �1 I,3.59 WATER Oy LEADERSROM i UNDERGROUND TO L) 30) DIA TREE - NEW DRYWELL / 36" DIA TREE s-1 ENLARGED SITE PLAN — O_.-+5 _ NEWDRYWELLSIZED FOR (2) LEADERS foo oq ReoR PIJOBS\MATTI TU CK\DRAWINGS\DRAWINGS\drawings\D,O,B,\site TOWN OF: SOUTHOLD LOT: 4.1 BLOCK: 01 SECTION: 112 DISTRICT: 1000 OVERALL HEIGHT: 33'-6" OCCUPANCY: R-3 CONSTRUCTION TYPE: V LEGEND EXISTING STRUCTURE TO REMAIN r l EXISTING STRUCTURE J TO BE REMOVED PROPOSED CONSTRUCTION MNTTRUCK HOUSE INDEX OF DRAWINGS Ow g.H 1DraW Ing TV. ARCHITECTURAL DRAWINGS M -S ENLARG DSITER.AN M-1 DEMOLITIONPLAN M-2 MAIN LEVEL FLOOR PLAN M-3 LIBRARY LEVEL PLAN ROOF PLAN M-4 BA$FMENT LEVEL PLAN M 5 ELECTRIC PLANS Level _ _Main Library Level M-8 I REFLECTED CEILINp PLA NS M-7 aRIO ATIONS Wesl EleELEVvetlon 9cuth Elevation M-3 IXTEMOR ELEVATIONS O East _ _Elevation North Elevation M4 INTERIOR ELEVATIONS M-10 INTERIOR ELEVAT1ON5 M-11 INTERIOR ELEVATIONS M-12 BUILDINQSECTIONS M-13 WALL DETAILS M-14 WALL B PLANDETAILS M.15 DET ILS Fireplace Elevallon _ ____ ___ Window Seat Detalls _ ___ Cabinel Eleuatlone __ __ _ MECHANICAL DRUM H-0 SUPPLY/RETURN DFFUSER PLAN H-2 DUCT DI9TRBUTIONPLAWSECTIONS H3 IHEATING PLAN I HOTWATERDIAGRAM STRUCTURAL 5-1 S-2 DRAWINGS _ FOUNDATION PLAN WIFIRST FLOOR FRAMING FI RST FLOOR PLAN WILIBRARY FRA MING _ ROOF FRAMINI3 PLAN SEC TIONS AND DETA ILS SECTIONS AND DETAILS S3 _ S-4 35 PEIX& MARCHETTI ARCH I TE C T S LLP E9 WEST 21sT ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M MAT'�'ITr��K I JUNE 30 2005 Hallock Lane Mattituck, New York FILING SET SITE PLAN PEIX Mal Sol LCNG \S1-P'�O a ENLARGED AREA S -1/M-1 O EXISTING WELL LOCATION P�7 s -z OVERALL SITS PLAN N.TS. >r PEIX& MARCHETTI ARCH I TE C T S LLP E9 WEST 21sT ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M MAT'�'ITr��K I JUNE 30 2005 Hallock Lane Mattituck, New York FILING SET SITE PLAN PEIX Mal 11111 III III III 111 I' EXISTING WOOD FRAMED f I 1 1 HOUSE TO BE MOVED BY OWNER'S MOVER, THE REMAINING FOUNDATION, ' WALL TO BE DEMOLISHED. I I � L IF TF II 1 �I (T �f -1 LL- It 113J CONSTRUCTION TC INSTALL SUPPORT POST FOR RIDGE OF EXISTING ROOF SEE STRUC ENGINEER DWGS RESUPPORT EDGE OF EXIST HOUSE TO REMAIN, SEE STRUCTURAL DRAWINGS EXISTING PORTION OF HOUSE & ITS - FOUNDATION TO REMAIN CONSTRUCTION STOREROOM FOR SALVAGED ITEMS INSTALL NEW PARTITION & DOOR WALL LEGEND C --7 EXISTING CONSTRUCTION TO BE REMOVED EXISTING WALLS, PARTITIONS, AND FOUNDATION TO REMAIN C)\===;, 13 I 111 K -q 4 d I 1 j1[A P-1 DEMOLITION PLAN M•1 SCALE: 1/4" = 1'-0" 16 TURNAROUND ON 0 GARAGE TTITUCK\ \D O,BA PEIX& MARCHETTI ARCHITECT S LLP 19 WEST 2 V ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M MA'TTITLJc�I� JUNE 30 2005 Hallock Lane Mattituck, New York FILING SET DEMOLITION PLAN PEIX & MARCHETII ARCHITECTS LLP. , 1 M- I m 7" STONE 2 I2 13-10" S-2 11 11e M-12 TOWER SECTION 10 10a 7" STONE n L ATTIC LPROVIDE 1/2" PLYWOOD WALKW AY&SUPP0 RT AREA FOR MECHANICAL EQUIPMENT & DUCTS IN THIS AREA :ACCESS TO ATTIC AH 1 ' T 11 -T AFF A- 4,...3 I S. I I 9 / i1 i 2l II II 30" IGH PORIION OF PERISI RAIL NO. STAIR TOWER WOLIDEN --� �AND 2 #L-1 ME AIL &L TALLUSTERS 13 ON TO 14 KITCHEN 21R @ 7-/" 15 2 I I 7" STONE BEI' I I BUILDING S-1' 1 SECTION M-12 PAINTED WD. OPEN SHELVED BOOKCASES. I 1 2Xfi STUD WALL 2 X 3 INNER I� �f t 4'-0" LSEE P -DM -S FOR REFLECTED CEILING PLAN LIBRARY 4 LEADER SLATE ROOF TILES IN A J RADIAL PATTERN / r WUAJ \PIM I I 1 I UUN \LRH W IINUJ \ wings \.O,u,n,\secona floor & roof ROOFING LEGEND EXISTING ASPHALT SHINGLED ROOF TO REMAIN NEW ASPHALT SHINGLES TO MATCH EXISTING NEW SLATE ROOF LEAD COATED COPPER ROOF NEW CONSTRUCTION—^'EXIST. CONSTRUCTION I ' {, AT DOOR BELLOW. EXTANTS EXTENT TO BE y PROVIDE SNOW GUARD TO PROTECT ENTRANTS AT DOOR BELOW. EXTENT & TYPE BE APPROVED BY AROH T. EXTEND ROOF OF EXISTING HOUSE WEST TO MEET NEW t2'-7" ADDITION - MATCH COLOR& TEXTURE OF EXIST. ASPHALTSHINGLES TY, T, Y Ix PATCH& FLASH EXISTINGSP ALT ROOF TO NEW CONSTRUCTION. j I / / '< MASONRY CHIMNEY (3)S X 12 FLUES AH 2 I / I Il I T -S" 7"S7pNE BELOW I I I J,- RUN DUCTS IN SPACE BETWEEN TWO WALLS I PROVIDE FLUSH FLOOR GRILL IN 1 WOOD TO MATCH STRIP FLOOR --------- ------ 4c 3C /2."', L-- ------------ — — —-----___---'_ —J 4h 3h 2h 7" STONE BELOW8'-0 0/8" 7-11 8'-0 718" 7" STONE BELOW DORMER WIDTH 24'-0" OS. TO O.S. FACE OF WOOD TUD FRAMING b P_1 SECOND FLOOR PLAN M-3 SCALE: 114" = 1'-0" S-4 BUILDING M-12 SECTION 18" OVERHAP BUILDING S-3 SECTION M.12 DASHED LINE INDICATES F— OUTLINE OF STRUCTURE PM -13B WALL DTL. B" WIDE L.C. COPPER HALF ROUND GUTTERSWITH 4" DIA. FLUTED DOWNSPOUTS. ALL GUTTERS TO T L PROVIDE BEFITTED WIPLAS IC LEAF MESH. REMOVABLE CIRCULAR WIRE CAPS @MEETING OF GUTTERS WILEADERS. SLATE ROOF,--\ LOWER ROOF MEETS (3) TERRA COTTA HIGHER ROOF — -( CHIMNEY POTS -SEE 7-p MASONRY NOTES FOI NEW STUCCO SPECS. CLAD CHIMNEY I NO GUTTER AT STAIR TOWER' ---------_------- 1--__-_- LEAP-COATED COPPER CRICKET i T SLATE ROOF TILES IN A RADIAL PATTERN 1 FLAT ROOF I TOWER S-2 I �SKYLIGHT SECTION M-12� k� i 1 CONT, SLATE CAPPED RIDGE VENT A U FLAT ROOF I r 7------- TONE INDICATES D-COATED COPPER,:,li SKYLIGHT "FLAT" ROOF WHICH PROVIDE SNOW GUARD TO RUNS AROUND SKYLIGHT PROTECT ENTRANTS AT - PITCH TO DRAIN DOOR BELOW. EXTENT & l —��i TYPE TO SE ARPROVEO BY _ /% ARCH'T. WASCO FIXED PYRAMID SKYLIGHT -SEE WINDOW ._ SCHEDULE FOR \ �i SPECIFICATIONS 77 BUILD NO 8 .1 SECTION M-12 ii li � SLATE ROOF J NEW ROOFS HAVE A FLARED SKIRT AT BOTTOM, ACHIEVED BY L OUTRIGGER RAFTERS. SEE ELEVS. & SECTIONS } 9d BUILDING M-02 SECTION P -z ROOF PLAN M-3 SCALE: 1/4"=1'-0" LINE INDICATES OFSTRUCTURE v i EW ROOF EXTENSION COMES SLIGHTLY ABOVE SAVE LINE ;NEWADDITION EXISTING ASPHALT SHINGLE ROOF , OR BELOW, TENT & TYPE BE APPROVE ARCHT. I PEIX & MARCHETTI A R C H I T E C T S L L P 19 WEST 21"* ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW . P E I X A N D M A R C H E T T I. C O M MATTITUCK Hallock Lane Mattitulck, New York FILING SET SECOND FLOOR PLAN & ROOF PLAN OPEN TO KITCHEN BELOW LIBRARY WE E2 M41 E-1 E3 M-11 M-11 E-4 M-11 y,_p„ LIBRARY AREA: 202 SOFT GLAZING: 42 SOFT (18% OF TOTAL. AREA) OPERABLE GLAZING: 33 SOFT (13% OF TOTAL, AREA) THIS COMPLIES WITH SECTION 8303 OF THE RESIDENTIAL BUILDING CODE LSEE P -DM -S FOR REFLECTED CEILING PLAN LIBRARY 4 LEADER SLATE ROOF TILES IN A J RADIAL PATTERN / r WUAJ \PIM I I 1 I UUN \LRH W IINUJ \ wings \.O,u,n,\secona floor & roof ROOFING LEGEND EXISTING ASPHALT SHINGLED ROOF TO REMAIN NEW ASPHALT SHINGLES TO MATCH EXISTING NEW SLATE ROOF LEAD COATED COPPER ROOF NEW CONSTRUCTION—^'EXIST. CONSTRUCTION I ' {, AT DOOR BELLOW. EXTANTS EXTENT TO BE y PROVIDE SNOW GUARD TO PROTECT ENTRANTS AT DOOR BELOW. EXTENT & TYPE BE APPROVED BY AROH T. EXTEND ROOF OF EXISTING HOUSE WEST TO MEET NEW t2'-7" ADDITION - MATCH COLOR& TEXTURE OF EXIST. ASPHALTSHINGLES TY, T, Y Ix PATCH& FLASH EXISTINGSP ALT ROOF TO NEW CONSTRUCTION. j I / / '< MASONRY CHIMNEY (3)S X 12 FLUES AH 2 I / I Il I T -S" 7"S7pNE BELOW I I I J,- RUN DUCTS IN SPACE BETWEEN TWO WALLS I PROVIDE FLUSH FLOOR GRILL IN 1 WOOD TO MATCH STRIP FLOOR --------- ------ 4c 3C /2."', L-- ------------ — — —-----___---'_ —J 4h 3h 2h 7" STONE BELOW8'-0 0/8" 7-11 8'-0 718" 7" STONE BELOW DORMER WIDTH 24'-0" OS. TO O.S. FACE OF WOOD TUD FRAMING b P_1 SECOND FLOOR PLAN M-3 SCALE: 114" = 1'-0" S-4 BUILDING M-12 SECTION 18" OVERHAP BUILDING S-3 SECTION M.12 DASHED LINE INDICATES F— OUTLINE OF STRUCTURE PM -13B WALL DTL. B" WIDE L.C. COPPER HALF ROUND GUTTERSWITH 4" DIA. FLUTED DOWNSPOUTS. ALL GUTTERS TO T L PROVIDE BEFITTED WIPLAS IC LEAF MESH. REMOVABLE CIRCULAR WIRE CAPS @MEETING OF GUTTERS WILEADERS. SLATE ROOF,--\ LOWER ROOF MEETS (3) TERRA COTTA HIGHER ROOF — -( CHIMNEY POTS -SEE 7-p MASONRY NOTES FOI NEW STUCCO SPECS. CLAD CHIMNEY I NO GUTTER AT STAIR TOWER' ---------_------- 1--__-_- LEAP-COATED COPPER CRICKET i T SLATE ROOF TILES IN A RADIAL PATTERN 1 FLAT ROOF I TOWER S-2 I �SKYLIGHT SECTION M-12� k� i 1 CONT, SLATE CAPPED RIDGE VENT A U FLAT ROOF I r 7------- TONE INDICATES D-COATED COPPER,:,li SKYLIGHT "FLAT" ROOF WHICH PROVIDE SNOW GUARD TO RUNS AROUND SKYLIGHT PROTECT ENTRANTS AT - PITCH TO DRAIN DOOR BELOW. EXTENT & l —��i TYPE TO SE ARPROVEO BY _ /% ARCH'T. WASCO FIXED PYRAMID SKYLIGHT -SEE WINDOW ._ SCHEDULE FOR \ �i SPECIFICATIONS 77 BUILD NO 8 .1 SECTION M-12 ii li � SLATE ROOF J NEW ROOFS HAVE A FLARED SKIRT AT BOTTOM, ACHIEVED BY L OUTRIGGER RAFTERS. SEE ELEVS. & SECTIONS } 9d BUILDING M-02 SECTION P -z ROOF PLAN M-3 SCALE: 1/4"=1'-0" LINE INDICATES OFSTRUCTURE v i EW ROOF EXTENSION COMES SLIGHTLY ABOVE SAVE LINE ;NEWADDITION EXISTING ASPHALT SHINGLE ROOF , OR BELOW, TENT & TYPE BE APPROVE ARCHT. I PEIX & MARCHETTI A R C H I T E C T S L L P 19 WEST 21"* ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW . P E I X A N D M A R C H E T T I. C O M MATTITUCK Hallock Lane Mattitulck, New York FILING SET SECOND FLOOR PLAN & ROOF PLAN _ti I It ta��t vra'�J SUMP PUMP GUM PUM PIT CONFIRM SIZG'SEAM POCKET WARCHITECT 7a�1� {ro TR 110" 24FOXO1TING BEI u I 1 ryryll� ' • - ••-�� 1, TO SOU H ••ORTH { 6s.0"D311 0 LAULY COL 3 CONC. E CELLAR ARO IETIINI WALL DTL If o l SSI AFIFI', FOUND -_ ASH CLEAN OUTS RELOCATE KIT. CABINETS FOR FIREPLACE REFRIGERATOR I)_ l?IH E°J .0 C DEMOLISHED HOUSE I I� SALVAGED ABOVE FOOTING FOR PAD •-::• ri11'x{ `�11PROVIDE -� m IrF LACES _L 1 k i hl 1IK tflU�( Sw, IREP �'{ 5 �$��L�,�'` _ _ _ Ali, F p I II -_ I _ �I I�p,. •''�1 III .ryes /pII➢I/IItIINlI7lO BOILER " •'U N............................L.....,.. N I I ` I DOTTED LINE INDICATES EXITING BASEMENT - IN AREA WHERE EXISTING BASEMENT IS TO BE REMOVED, PROVIDE SUITABLE FILL TO BRING UP TO FINISH GRADE. CONC. PAD TO SUPPORT WOOD r ENTRY STAIR ABOVE. I SPLIT -TOP FOUNDATION WALL ENDS HERE LI 'EXTEND CONC, (DATION, FOOTING & IR SLAB WEST TO MEET ADDITION _. . NEW CONSTRUCTION - 12"' THICK REINF. POURED CONCRETE FOUNDATION' WALL INTERIORNEW PARTITION STUD WALL W1518" THICK GWS ON BOTH SIDES CL. L--P EXTEND EXISTING FDN. TO NEW ADDITION ---------- NEW NON-STRUCTURAL 8" C.M.U. PARTITION I I EXIST. SINK WASHER, TIO NEW ION I EXISTIN FOUND 5 112" ------------------ D X 4 112" W - _ ----� ----- ---- DRYER TO REMAIN _..-_--------- _�--------------------------- I II EL. t - T'-8112" SLO U SLA I EXIST. TOP OF SLAB APP OX11NG .. ... --'-' - --- -- I — SEALC MICE C ACCES MPI NNCT TO ETELY SO17 GAIN NEW WEST EXISTING B'ASEME'NT B5 / BASEM NT. OR .--. CUT EDGE . _ .. -. - .... ------------ ---------.----_-_. _ --------- OF EXIS B EMENT ER SLABA RE UIRED UNDER INA REDD. m_ -.... _ _-_. - .. .p.p-_._ .1_ — _N----.-__.___ __-_.- 1 N'I - �FOUNDA710N ENDS \ HERE \\ `\ BEAM POCKETS- M CHAjVS RELOCATE EXIST, \ — _ L CONFIRM SIZE IN FIELD B4 RDGM WELL -WATER \\ ---- I B4 PRESSURE TANK IN BASEMENT SLAB NEW MECHANICAL ROOM. NO HIGH SHELF AT --'--1 DOORWAY 01 P F CONIC. FOOTING FOR ENTRY PAD I 44" THICK REINF. CONIC. PITCH FLOOR 1/8" SLAB BASEMENT I PER FOOT NORTH FLOOR. i TO SOUTH T BZ L J .FOR SLAB - SLAB AS REOUIREp TOP OF HIGH SHELF C' FOR SLAB STABILITY J Fl_1 EL. 1-)1'a" LAUNDRY °o M� TOP FLOW SHELF EL. 1-) 1'-9" v 5"WIDE HIGH SHELF 4"0 STEELL LALLY COLUMN CONC, PAD TO I ON 24" X�4" X 10" REINF. K SUPPORT WOOD CONC. FOIOTING BELOW ENTRY STAIR ABOVE. SLAB T" WIDE LOW SHELF I BEAM POCKET -CONFIRM SUMP SIZE WIAfRCHITECT 17W REINF. CONC- EXHAUST DRYER OUT WALL. MIN I PUMP RETE FDN. WALL 12' ABOVE GRADE. PROy C PIT WIBACK DRAFT DAMPER = /-`� UTILIT i OIL TANK 12" D X 24" W REINF. 12" WIDE REINF. GONG -$- 't- - 9BlK_ _ "_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I�---"(CONCRETE FOOTING FON. WALL SPLIT -TOP TO ACCOMMODATE STONE SHELF - - - - - - - - - - - - - - - - ----------------- OIL TANK FEED RUNS THROUGH FDN. WALL TO 25'-2" EXTERIOR. EXISTING CRAWL SPACE BASEMENT/FOUNDATION PLAN SCALE: 1/4" = 1'-0" WALL LEGEND NEW CONSTRUCTION - 12"' THICK REINF. POURED CONCRETE FOUNDATION' WALL INTERIORNEW PARTITION STUD WALL W1518" THICK GWS ON BOTH SIDES EXISTING WALL -8" BLOCK FOUNDATION WALL, NEW 8" CONIC. FOUNDATION (POURED OR C.M.U.) TO EXTEND EXISTING FDN. TO NEW ADDITION NEW NON-STRUCTURAL 8" C.M.U. PARTITION WASTE OUT 36" AFF YIJUUJ \I°IH I I 1 I UJM1 \LRH W 11VUJ \LICH W 11VUJ \aY'a I I VENT PIPE ►i I I I 1-1/2 _ 2" r- --_ —T— I I I ;DISHWASHER SINK i a 1st FLOOR F. I �� KITCHEN T WASTE PIPE I� T WASTE NEW SINK IN ISVWO PI LIMBING RISER DIAGRAM n0- KITCHEN NOT TO SCALE INSTALL RELIABLE I ELECTRIC HEAT. TO ASSURE TEMPERATURE NEVER FALLS BELOW VENT PIPE 50'. TIE POWER TO EXISTING WINE CELLAR EXISTING EMERGENCY B6 SERVICE. 2" 2"— — I r---- I I n; �ISUBS21 ATRAP I SINK lT1 BASEMENTFLOOR mol LAUNDRY B2 NECESSARY, TO ENSURE PROPER FUNCTIONING, ,lipWASHING N MACHIN[ ��IIJJ I WASTE PIPE \YJa5BPIE.'nT plan PLUMBING RISER DIAGRAM @ BASEMENT TO SCALE PEIX & MARCHETTI ARCHITECT S LLP 19 WEST 2 FP ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675.2255 WWW. P E IX AND MARC H E TT I. C O M 4 MATTITZTCK Hallock Lane Mattituck, New York FILING SET BASEMENT/FOUNDATION PLAN i M-41 HW?HOT WATER HEATER, reconnect VOLUME CONTROL for stereo speakers. exist. appliance s PSO PROJECTION SCREEN Run a pair of speaker wires from amplifier MOTORIZED $ SP2SUMP PUMP, Automatic capable of this room. pumping 57 GAL./MIN. tied Into emergency O 220 VOLT generator. Use Heavy Duty 3 -wire 16/3 SJT CH REF electrical cord with NEMA 5-15 P three prong This Is where Owner's stereo amplifier will be grounding plug series connected. 3 B® BOILER, Provide separate circuit. control If symbol appears), to all speaker MW ? MICROWAVE, Provide separate circuit. locations with monster high-quality speaker WO?WALL OVEN Electrical Req't: wire. Provide homeruns, not daisy chains. 120/208-24OV, 6OHz, 50 amp. Provide separate circuit. r WDWARMING DRAWERS P PROJECTOR - provide duplex receptacle through which sound 1 for power and conduit and video can pass. DW2DISHWASHER Electrical Req't OVAC, 60 Hz, 15 amp. Provide separate circuit. REF(2 REFRIGERATOR Electrical Req't: 115V AC, 6OHz, 15 amp. Provide separate circuit. CTTOP Electrical Req't: 24UV, 60 Hz, 'DCOOK 15 amp. Provide separate circuit. Owner to confirm If direct connection or outlet W WASHER. Electrical Req't: 120V, 60 Hz, 15 amps. Provide separate circuit. D0 DRYER. Electrical Req't: 120V, 60 Hz, 15 amps. Provide separate circuit. RHTRANGE HOOD, Electrical Req't: 120V, 3.13 amps. Provide separate circuit. —III BASEMENT _STAIR HALL / - J B K / 3 K I ' � L- WINE CE�LAR 3 PECONIC WATER FILTER EQUIPMENT TAM HW 1 -5i -I R ILBOIL#B A #B Lit L_ TO GUEST HOUSE LIC SY DOOR WHENIEVERPOSS)BLE, SET PERIMETER WALL OUTLETS MOUNTED INTO THEBASESOARD CHARCOAL GRILL #1 6 TOVUG ABO}1T ABOVE �ry MOTORIZED SLIDE PROJECTION i D SCREEN NPOCKET ON SOUTH SIDE OF HVAC SUPPLY DIFFUSER PS ___- I q I III I I I � ILII 'till I II I � — -- I III I Ili I I I LIy G M III Rb I I ,I � -- li I I II I I I I I I I i l II l r IIID Ill III III I W w l III,II #2 S-A� S-A A80VE y FIRE//BI1RICK 9P4Y _ M ..................................... . ... • ....` STAIR CUIT i BREAKER D PANELS G I_ I ELECTRICIAN TO) D \ L ALLOW FOR 3 g [ SWITCHES TO FUTURE 4 T EXTERIOR —E LIGHTINGLANDSCAP LAUNDRY EC NIC4 L OOM D —I B? cl B - - C O O'IO ----- ----- -- WALL LEGEND LJ D D I D EXISTING DINING ROOM 5 CONNECT TO EXISTING HALOPHANE LIGHTS J PIJ0BS\MATT1TUCK\DRA ,v ry • , MECH. ROOM #L4 �i I I \ I I COORDINATE SPACING OF'L' LIGHTS WITH CEILING PANELING I I LIBRARY WELL#L3 I L I LIBRARY 4 I L L 4c 30 2c L --------------4h 3b 2b ----__--- J �1 ELECTRICAL PLAN'' (cry SECOND FLOOR rz`�, M-5) SCALE: 1/4" = 1'-0" E7 PANEL New panel location. Size to accomodate all necessary circuts. At completion of work, Electriclan shall clearly key the panel legends to correlate with the actual circulting. New power from basement to be run to this location. Electrician to advise an necessity for sub -panels. D VOLUME CONTROL for stereo speakers. S_A CEILING SPEAKERLOCAITION-MODELA LPHONE PANEL # R-201, 2 -Way Symmetric Hybrid Array, Location of computer panel for phone system. Manufacturer: Bohleader Greabener, Radia Series All phone jacks in apartment to be run as s Run a pair of speaker wires from amplifier Provide pigh-quality stereo wiring to this homeruns (not daisy chain) to this location. location from amplifier location. Provide Phone wire to be supplied by OWnefs homeruns. Confirm exact location with consultant, run by Electrician. $ KITCHEN 1 this room. 12— O 220 VOLT D I D EXISTING DINING ROOM 5 CONNECT TO EXISTING HALOPHANE LIGHTS J PIJ0BS\MATT1TUCK\DRA ,v ry • , MECH. ROOM #L4 �i I I \ I I COORDINATE SPACING OF'L' LIGHTS WITH CEILING PANELING I I LIBRARY WELL#L3 I L I LIBRARY 4 I L L 4c 30 2c L --------------4h 3b 2b ----__--- J �1 ELECTRICAL PLAN'' (cry SECOND FLOOR rz`�, M-5) SCALE: 1/4" = 1'-0" E7 PANEL New panel location. Size to accomodate all necessary circuts. At completion of work, Electriclan shall clearly key the panel legends to correlate with the actual circulting. New power from basement to be run to this location. Electrician to advise an necessity for sub -panels. D VOLUME CONTROL for stereo speakers. S_A CEILING SPEAKERLOCAITION-MODELA LPHONE PANEL # R-201, 2 -Way Symmetric Hybrid Array, Location of computer panel for phone system. Manufacturer: Bohleader Greabener, Radia Series All phone jacks in apartment to be run as s Run a pair of speaker wires from amplifier Provide pigh-quality stereo wiring to this homeruns (not daisy chain) to this location. location from amplifier location. Provide Phone wire to be supplied by OWnefs homeruns. Confirm exact location with consultant, run by Electrician. $ D this room. Architect. GC to install SBO speakers In wall, C7] TELEPHONE JACK or to provide connection for S.B.O. speaker 1Y Electrician to run wire provided by Owner's DUAL SWITCH set In telling, consultant (Belden RG6/U Quad Shield 5338Q5) WIRELESS ROUTER. Provide Power D CH REF FROM GARAGE from a junction box at this location back to the Phone C S -B CEILING SPEAKER LOCATION- MODEL 0 Panel. Provide homerun, not daisy -chain. # R-321, 3 -Way Symmetric Hybrid Array Termination work and cover plate/Jack to be provided Manufacturer. Bohlender Greebener, Radio Series by Ownees consultant. When this symbol is adjacent This Is where Owner's stereo amplifier will be u l u Provide high-quality, stereo wiring to this to a data port, the two devices may be combined Into location from amplifier location Provide one coverplete. 3 homeruns. Confirm exact location with Architect. GC to install SBO speakers In wall, or to provide connection for S.B.O. speaker set in telling. D CABLETV JACK Electrician to run cable provided by Owner's consultant (CAT -5E) from a junction box at this NEW CONSTRUCTION - p location back to the Apartment source. Provide IT THICK REINF, POURED CONCRETE FOUNDATION WALL b D pom r-pla notck to chain. bite ecoian to provide r� cover-pateliack to match white Decors style 1 1 E%/STING WALL TO REMAIN I NOTE: ELECTRICIAN TO PROVIDE 40„ saver -plates. II��,JJ NECEESSARY ELECTRICAL El nor. Z EXHAUSTFAN OUTLETS FOIR ALL HVAC EQUIPT. Broan Solltare Ulra Silent Series Model # NEW CONSTRUCTION - - S80WE. BO cfm at 0. sones. Coordinate with D BLOCK WALL D D D D sub-contractor. t 000 EXISTING WALL- 40"hor, 40"hor. h40"or. 40" O SMOKE dCO2 DETECTOR8"BLOCK FOUNDATION JrJ�� GAL. OIL NEW o WALL. L— —TANK-, HOSEBIB NEW Electrician to supply and Install herd -wired 0 D El El HOSESIB smoke detector to comply with all New York II City requirements. — — — — — — — — — — — =-- — J 3, 4 SUBSCRIPT b P —z ELECTRICAL PLAN FIRST FLOG dplaced immeradienoting heelvey `co fouror -way P-1 ELECTRICAL PLAN BASEMENT M-5 SCALE: 1/ll 4" = 1'-o switching capability jl,e. control from two or three different locations]. ELECTRIC SYMBOL KEY M-5 scALE: 1 /4" = 1'-0" S SUBSCRIPT F EXTERIOR FLOOD LIGHT S.B.O. Denotes outlet, switch, device, etc., to be {} A SURFACE MOUNTED LIGHT, S.B.O. o L LIBRARY BOOK- WALL LIGHT. BEGA �1� [i WALL DIMMER DUPLEX RECEPTACLE OUTLET EXTERIOR DUPLEX OUTLET on a totally separate circuit. The capacity G CEILING PENDANT 1-60W Max, Tubular -i I -FLUORESCENT LIGHT fur Utility Areas, qP Mounted horizontally In baseboard (Unless Lutron/Leviton exterior grade duplex of such a separate circuit shall be 15 amps, B NORBERT BELFER LIGHTING WEDGE "Wi#3230 WALL LUMINAIRE W/ SHADED '-1— calling mounted troffer wl' (2) 3'-0" long Skylark by Lutron ( S -600P or 8-603P as unless othowles noted adjacent to the Bulb, Ht: 11, Directre, # 6215.0 IN WHITE FINISH W/LAMP: LIGHT SOURCE, 13 3/4" LONG, 6 1/4" lamps and protective lens. Lithonla or required. Capacity as required & as otherwise noted adjacent to symbol). Outlet to be outlet. Consult manufacturerfor 150 Q -DC BAYONET FINISH VALLEY Brushed Chrome Over Brass/Steel HEIGHT, 7 1 /2" PROJ., WHITE DIE equal speclfled or approved by the Mechanical grounded. Confirm placement with Architect Installation requirements, electrical symbol on the Plan. 150 Q- OCEAN, E (1703 TEL White Frosted Cased Glass Shade, CAST ALUMINUM, 2 60 W A-19 LAMPS .�. WALL WASHER, LIGHTOLIER 1052 LV Engineer) Cover late and slides to be where Decom white outlet and wallplate by g P GFI GROUND FAULT INTERRUPT protection. g ) p SUBSCRIPT denoting articular elevation 008-493-2666; FAX 908493 2921 Manufacturer: Robert Abbey, Inc., Name: try Leviton. Where there are multiple outlets, use All outlets at wet locations (Bathrooms, Rico Espinet Marne, Model #2024 -(} M LINEAR ROPE LIGHT W/ SLOT FACE PLATE & white plastic. Size dimmer so that actual multiple device cover plate. 42" height for a device, (i.e., 42" indicates 0.2" ' Kitchen, etc.) shall be complete) protected C LIGHT, EXTERIOR, WALL MOUNTED, H GLASS VASE LIGHT 1/2" x 36" 120 volt super -bright led rope _ — APPROPRIATE OPTIC GLASS LENS load Is 90% of rated dimmer capacity, AFF, to center of device). y S.B.O. light: two vertical runs of 72" strips on COVE LIGHT, T-5 FLUORESCENT Wherever low voltage lighting is'called for SWITCHED OUTLET with GFI protection. Outlets shall be - 1 INTERIOR WALL SCONCE front, left, and right of cabinet. Plug strips SINGLE WIDTH STAGGERED FIXTURE wall dimmer shall be low voltage type as ? Switch controls one aide of duplex ❑ DUPLEX FLOOR OUTLET protected at the device rather than at the Dunt 42"AFF unless receptacle outlet for panel. required.M ole outlet. Sea Duplex ret I ( receptacle ELL b rid r P P eh with floor surface. HUB re o LAST BARTCO P Set Flush a INTEGRAL BALLAST, , E LUCIFER each 2" to be door WI G LOW VOLTAGE duplex outlets ea 7 � D RECESSED Intod R JUNCTION P SWITCHED JUN ed adjacent to switch PROVIDE DUAL otherwise not J Pdefogs. wed b Architect. Finish to be equivalent as approved DATAPORT / Y DAT P V PP BLE OVAL .Provide with MO DEL # BFLSLM 9 COMPACT MO ADJUSTABLE BOX FOR POSSIBLE, FUTURE activated by relevant door a symbol). Consult Lutron eis a gratlons for �7 COMPACT MODEL #DLP, 3.75" FLUSH PENDANT LIGHT. CONTRACTOR TO one power cord (each side). $ WALL SWITCH ganging. Wherever there is a grouping of QUADRAPLEX RECEPTACLE OUTLET brushed or satin chrome, Provide with screw sap Outlet location for computer or printer, to be networked to other TRIM PLATE. PROVIDE WI LENS PROVIDE SOLID STRUCTURAL PORCELAIN LAMPHOLDER 1 Mounted vertically 42" AFF, Decors single Mounted horizontally in baseboard (unless fitting so that receptacle outlet may be sealed locations In the apartment so designated, Electrician to run wire ELONGATOR W1 50 WATT EXZ 25 BLOCKING TO SUPPORT A LIGHT N P dimmers, switches, and/or outlets, use individually to prevent infiltration of dirt when DEGREE GE CONSTANT COLOR MR -18 pole framed rocker AC quiet switch, by multiple -device cover plate For a grouping otherwise noted adjacent to outlet symbol). supplied by Owner's consultant to Junction Box at this location - THAT WEIGHS 400 LBS. Leviton. Cover plate and rocker to be white of dimmers, use Maestro series Similar In all respects to the typical duplex outlet Is not in use. Termination and poverplate to be provided by Owner's consultant. WI BUILT-IN GLASS COVER. K STAIR LIGHT: BEGA #2139 RECESSED, O plastic.. Consult Leviton specifiralions for multiple -device coverplete. receptacle outlet. Outlets to be grounded. When this symbol is adjacent to telephone Jack, the two devices MANUFACTURER: LUCIFER LIGHTING 130 LUMENS, 3 118" DIA., 3 118" DEEP, ganging. For grouping of devices, use DA DOOR ACTIVATED SWITCH may be combined Into one coverplate. WIREMOTE BALLASTS & WHITE, 10W G4 LAMP -� P PENDANT LIGHT PRO multiple -device cover plate, TRANSFORMERS VC VOLUME CONTROL for stereo speakers. Provide NILES VCS -2D Control. Run a pair of speaker wires from amplifier location through volume control to speakers In this room. WI RTR EE WIRELESS ROUTER. Provide Power AMP AMPLIFIER LOCATION This Is where Owner's stereo amplifier will be located. Connect amplifier, (via volume control If symbol appears), to all speaker locations with monster high-quality speaker wire. Provide homeruns, not daisy chains. FPTV FLAT PANEL TV LOCATION This Is where the owner's TV will mount on a wall bracket. Provide suitable blocking In wall for S.B.Obracket. Electrician to run cables provided by Owner's consultant from this location in an oversized; conduit to equtpt. in cabinet below. NIC PEIX& MARCHETTI ARCHITECT S LLP 19 WEST 2111 ST # 401 NY NY 10010 TEL 212 675 -t555 FAX 212 675-2255 W WW P E I X A N D M A R C H E T T I. C O M JUNE 30, 20015 Hallock Lane Mattitack, New York FILING SET ELECTRICAL PLAN r+ I' r.: .L, LLP. lA f�o\�NLIGHtS �7YPICAL, 6"Tf,(C -ONW, PIFF05vK A00655 1200t44 FOIZ GbNGEAI.F.r7 PROJFGr4 e c,"& (FJ-)-ftP14lNF1 SFF•kILF.R,G Ihl hNGI.Fp_ sa,FFlr ill iFhQ CIFFlJ5FAep A'r -F,p44_oF GOWI G61uNd_ SNtiFRl�E Mfg w'KI CTyFleAI FA(NrFA NDOL7 UAMh \v/-Dyv6e. #55 7w NZAMtNCI FAui O-F� G(LowA H&LPIrIC1 G, • I AS phRT OF GIGI+T GOV0 a�aL£v G,vv.g, soFFlr Ta MAWf T0A{ oFILINC1 �I.Ar cFr61NCr10'-m"AfF -�---�� srAIN rO�vF.K. GuIIzvev SLOpiHel Ff "TFA UNRF.(L- 5t9r.or- srAlx. bg0\vN menptNC4 G•! 6paNN MI47A C•I INOORPak- ATIF? IN -re FW41r 3FAM WtAf-Az- 0IFwsF..t5" WM 61ZmwN MUI rnnG bowNuGrrtS CiYPIeAL) 10'-(o�AFF -� O p — L y� ib .01 N1-0° AFF O -)A;gAFF O o O 11 1'APP O O O 1 0 O O 1 \<�\ O 0 0 O Q 0 0 O 107 d Cd 0 0 0 VR\x To L 6 PA-Pv A (h O V E� 1_.✓ \<�\ O 0 0 O 107 d Cd 0 0 0 VR\x 1_.✓ \<�\ O o 1— T 0 0- b o 0 -b O 0 b - �F�t-�GT�C� GEV�llyc,, PI,Ar! II - Ott Fl�sr Pt 009 - 13Uw A.0 INFIU. lvA�,l; fdF�oVE SOFFIT L>xlsr, GATUF�/�AI� celuNc, TO (�F,Mh411 1 . t,-/"(7 6XKT FI Al GFAUNA, rl(b NF.IvAI,GOUe- L44(--Al? ©IFFUxF.)ZS 5° kwAY 9zoM C' OWI -4 M�OGr. 3 • sTF-IG t ATrI (�F PA' MP4 aF 3"wlm vT 1pop -- IN TPAOsITIONAL• k2FAs CTYPItstiL� JUNCTION -soy 7 -SDR .- &qA0I2F,VF- S,g101 rA_i L- -rL AH o 11"L-11= -Ir -_Chu I 12��EGT'Fb Gr;I�ING�_ P�,Ar-1 _,of 21�fJ ,�113o(L.." i uudo u•in I iii Vll\ \L�RHwlrvuJ \UICH W 11VUJ \G1P0.WIY1g5 \ll,IJ,if,\PC it VA4&0 rYt7AMIV S�YUrrI+T FIXF.p, 70ur3 6r6AZSP "LMYN M0U7INC} G•i FL,4I— soFFlr of PTD, rmty-p 5WW' C'EIbIH(4. 611-p cr-- a•Av.6. w/ i x (� PT -0 Vv00r7 6rP2 + bYl'-F-S 415 TRIM FRAMINCr r -A, PAr Ft, eAar�.l�,vA�Lt env r�. GFILINGI .0f p0Kmer- VR\x 1_.✓ \<�\ T rA_i L- -rL AH o 11"L-11= -Ir -_Chu I 12��EGT'Fb Gr;I�ING�_ P�,Ar-1 _,of 21�fJ ,�113o(L.." i uudo u•in I iii Vll\ \L�RHwlrvuJ \UICH W 11VUJ \G1P0.WIY1g5 \ll,IJ,if,\PC it VA4&0 rYt7AMIV S�YUrrI+T FIXF.p, 70ur3 6r6AZSP "LMYN M0U7INC} G•i FL,4I— soFFlr of PTD, rmty-p 5WW' C'EIbIH(4. 611-p cr-- a•Av.6. w/ i x (� PT -0 Vv00r7 6rP2 + bYl'-F-S 415 TRIM FRAMINCr r -A, PAr Ft, eAar�.l�,vA�Lt env r�. GFILINGI .0f p0Kmer- LO L_E .. lV. 0. s EIP .F t 0 / W W W. P E I X A N D M A R C H E T T I. C O M l�✓IA'�'TITTjC iI sTO.rIF.- NFAR11-4 Hallock Lane M A S 0012 Mattituck, New York "V- } ILINC SeT- FIRST FLOOR & LIBRARY REFLECTED CEILING PLANS A 1_.✓ PEIX & MARCHETTI \� ARCHITECTS L L P 19 WEST 21'i TEL 212 675 ST # 401 NY NY 10010 -1555 FAX 212 675-2255 y-- LO L_E .. lV. 0. s EIP .F t 0 / W W W. P E I X A N D M A R C H E T T I. C O M l�✓IA'�'TITTjC iI sTO.rIF.- NFAR11-4 Hallock Lane M A S 0012 Mattituck, New York "V- } ILINC SeT- FIRST FLOOR & LIBRARY REFLECTED CEILING PLANS A �STAIR TOWER SAVE ________- EL, iB'-6"---- h BREAK BIW ROOFPITCHES ___—__- Y EL. 15'-0" - VZ LIVING RM. ROOF EAVE EL. 10-6" 4" X 3/4" PAINTED WOOD HORIZONTAL CASING 4" X 5/4" PAINTED WOOD L VERTICAL CASING SLOPED STONE SILL�' ' TO MATCH WALL (TYP.) IIL/ STONE VENEER WALL h�L. FIRST FLOOR A __ T ___ __ _ Y EO'-Dry— —. CONTINUOUS ■ �� % 21e 20e 19a lee Ilio _EIC (-)9'-0"BASNi F.F__-----_ �ii1-21___ 20—_ ______ _J L________________________________ �STAIR TOWER_EAVE_ EL. 18'-8" CURVING PAINTED WOODI CORNICE. NO GUTTER AT ., STAIR TOWER FIN. LIBRARY FUR. d h_KITCHEN ROOF EAVE _ Y EL. 12' -6"" -- FORESHORTENED VIEW OF ' STAIR TOWER WINDOWS LC, COPPER FLUTED DOWNSPOUT, (NP.) F- STONE VENEER, SEE WALL SECTION _I_ FOR DETAILS. hFIN. GRADE -$- EL. ((-)1's" -- TERRA COTTA CHIMNEY POTS, SEE MASONRY NOTES FOR SPEC, ANGLED C.M.U. CHIMNEY \ WITH STUCCO CLADDING SLATE ROOF TILES RADIATE AROUND W LEAD COATED COPPER CURVED STAIR TOWER FLASHING. USE L.C.COPPER WHEREVER VISIBLE, 60' ALLOW CHANNEL FOR WATER TO PASS AT CHIMNEWROOF INTERSECTION. _—_—_—_—_—_---_—.—_—_—_—_____—___— --- _—_ — II I� i_ C�SLATE SHINGLE ROOF 7 IT] IT] FH ■■ impENTR� PLATFORM CONIC PAD FOR STONE k SLATE SHINGLE ROOF ON STAIR TOWER /// SUPPORT TRIANGLES OF STONE CLADDING OFTOWERBY TYING BACK INTO PAINTED UNDER SAVE OOD iIMBRIIM. 1 11 (r E O ❑ V STONE MAT(TYPICAL) P CAO SLATE SHINGLE ROOF 7 4c 3c 2c 4b 3b 2b WD. 1X2 TRIM WHERE MEETS STONE. NORTH FACE OF TAILLER kITCHEN/LIBRARY VOL-UME I STONE CLAD DOUBLE CHARCOAL BARBECUE GRILL CLEAN -LOUT (TYP. ALL DOWNSPOUTS) _ 2 O --------------------- ATO DRYWELL CONIC. PAD FOR STONE ENTRY PLATFORM ----------------- 35'-1" -12e 11e 10a 12 11 W Z— SLATE SHINGLE ROOF 7 CURVING PAINTED WOOD CORNICE. NO GUTTER STAIR TOWER FORE -SHORTENED VIEW OF DOORWAY \7 8e 7e —z —a TO DRYWELL CONIC. FOUNDATION WALL DRYER VENT WlBACKDRAFT (SEE STRUCT. OWES.) PROTECTION. ----------- _—_— _---_---_—_—_—_—_-----_—_—_.—_—_--__—, — — — _ _ —._. _ CONIC. S4RIP FOOTING ----------------------------------------------------------------------------------------------- E-, WEST ELEVATION WASCOPYRAMIDSKYLIGHT. DOUBLE M-� 1/4"=1'-0" I GLAZED/THERMAL GLASS. FOLLOW MANUFACTURER'S SPECS FOR PROPER L.C. COPPER ROOF AT BARREL-VAULTED DORMER PYRAMID SKYLIGHT. DOUBLE _APPROX. HT. OF SKYLIGHT 7 7 3a BUILDING All TO EXCEED' 35'-!7" _ 2 O --------------------- ATO DRYWELL CONIC. PAD FOR STONE ENTRY PLATFORM ----------------- 35'-1" -12e 11e 10a 12 11 W Z— SLATE SHINGLE ROOF 7 CURVING PAINTED WOOD CORNICE. NO GUTTER STAIR TOWER FORE -SHORTENED VIEW OF DOORWAY \7 8e 7e —z —a TO DRYWELL CONIC. FOUNDATION WALL DRYER VENT WlBACKDRAFT (SEE STRUCT. OWES.) PROTECTION. ----------- _—_— _---_---_—_—_—_—_-----_—_—_.—_—_--__—, — — — _ _ —._. _ CONIC. S4RIP FOOTING ----------------------------------------------------------------------------------------------- E-, WEST ELEVATION WASCOPYRAMIDSKYLIGHT. DOUBLE M-� 1/4"=1'-0" I GLAZED/THERMAL GLASS. FOLLOW MANUFACTURER'S SPECS FOR PROPER L.C. COPPER ROOF AT BARREL-VAULTED DORMER PYRAMID SKYLIGHT. DOUBLE _APPROX. HT. OF SKYLIGHT NOTE: OVERALL HEIGHT NOT EL. 233'-8 BUILDING TO EXCEED' 35'-!7" SIDEWALL VENT CURVED STANDING SEAM L.C. COPPER ROOF M DORMER SLATE SHINGLE DORMER SIDE-WALLS BREAK BIW ROOF PITCHES h. FIN. LIBRARY FLOOR & --__.... UNDERSIbE OFEAVE� EL. 12'-6" TIMBER LINTEL (TVP.) STONE VENEER. SEE WALL SECTION _/_ FOR DETAILS. _ CLEAN-OUT (TYP. ALL (DOWNSPOUTS) FIRST FLOOR F.F. M EL. U' -U Y IN. GRADE. d DRYWELL BASEMENT P.F. n` PIJOBS\MATTI MlArrJwillacm Sulomission\MAT -elevations, PEIX & MARCHETTI A1,CHITEC T S LLP 19 WEST 21" ST 4 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675x2255 WWW , P E IX A N D MARCHETTI. C O M 1�✓�AL_'�"�'IT�L3C Hallock Lade Mattituck, New York FILING SET WEST & SOUTH EXTERIOR ELEVATIONS NNE 30, 2005 rnn f'i�ii�yy \ . i V WASCO PYRAMID9KYLIOHIT DOVBIP OLAiEDRHERMAL OL%. FOLLOW MANUFACTURER'S SPECS FOR PROPER INSTALLATION DETAILS AND DIMENSIONAL CLEARANCES. hY E-33'-fiAPPROX. HT. OF TOP OF SKYLIGHT _—_ L. NOTE:OVERALL BUILDING HEIGHT NOT TO E%GEED 35'-D" CURVED STANDING SEAM COPPER ROOF BREAK B/W ROOF PITCHES �EL. 1T -B" _ --_—_ FIN. LIBRARY FLOOR 8 172 L.C. COPPER W WIDE HALF ROUND GUTTER AND 4"0 FLUTED DOWNSPOUT(TYP.) CLEAN-OUT(TYP.ALL ------------ PROVIDE CONC. FOOTING FOR STOOP. TIMBER LINTEL Z_ SLATE SHINGLE ROOF 7 DASHED LINE INDICATES LIKELY PHASE 2 CONSTRUCTION. STONE ■IZ CEDAR SHINGLES i f INSTALL CEDAR -- SHINGLE9 TQ MATCH ----� EXISTING HOUSE. i FOUNDATION WALL 1 (SEE STRUCT. OWGS.) ---------_ ---.-----'--� ______________________________..I_ CONC. STRIP FOOTING IT TIE NEW FOUNDATION WALL & FOOTING INTO NEW. SEE STRUCT, DWG9. ANGLED C.M.U. CHIMNEY CLAD WITH STUCCO. COLOR T.B.D. CONTINUOUS SLATE CAPPED RIDGE VENT W LEAD COATED COPPER FLASHING. USE L.C.COPPER WHEREVER VISIBLE. Z_ SLATE SHINGLE ROOF 7 \71 EXISTING STFIUCTURE 11 ITO REMAIN Z_ KITCHEN SEYOND I I I� NEW STEEL COLUMN & FOOTING. SEE STRUCT. DWGS. WOOD STOOP& L,-, TING FOOTING r 29 2B ` EXISTING FOOTING �— I -------------------------i------------------ SECTION THRV EXISTING CONSTRU E-3 EAST ELEVATION r_ Ir` _---_may __ _ _ __ I I I CONIC STRIP FOOTING 1i_______________ IO�RRAC E SEEE HI E INEIIQyryDg SEEM 74gp)—T POTS. M O R SPEC ALL&FOOTING INTO NEW. SEE STRUCT. DWGS. C.M.U. CHIMNEY CLAD WITH STUCCO. COLOR T.B.O. HIGHER VOLUME OF LIBRARY ROOF VOLUME BEYOND. LEAD COATED COPPER FLASHING IN S" STEPS. _—_—_--__—_—_—_ TOP OF RODGE @ LIVING_, _h EL. i2T-2" Y —_—TOP OF RODGE 013A.V_ �. EL123'-T" Y EL. 163 il■ �iil��l■l��l�lilillk�3I O �I�IlI�I•lI�.■�T�, I� SLATE SHINGLE ROOF RADIATES AROUND LIVING ROOF EAVE ,y EL. 16'-B" 4'X 3/4" PAINTED WOOD WINDOW CASING RUNS HORIZONTALLY -14" X 5/4" PAINTED WOOD WINDOW �1 CASING RUNS VERTICALLY STONE SILL TO MATCH WALL, STONE VENEER. SEE WALL SECTION D -1/M -13B FOR DETAILS. FIRST FLOOR F.F,. -lik EL. D-0" Y BASEMENT F.F, -- - EL.(( -9'1 CONC. FOR CONTINUOUS SLATE CAPPED RIDGE VENT Z_SLATE SHINGLE ROOF 7 7 SLATE SHINGLE ROOF, SEE WALL SECTION _I_ FOR DETAILS. SUPPORT TRIANGLES OF STONE CLADDING OF TOWER BY TYING BACK rlju"o\FlFilILIuL,K\LIKMWLINU,l\LKt)WIvL,Z�\drawings\D,OrB, Sulomisslon\MAT-el PEIX & MARCHETTI A R C H I T E C T S L L P 19 WEST 21" ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 6752255 111 11 11 k 11 11 it 11 11 11 11 Ila 11 11 11 11 11 0V OR PROVIDING TEELGFI BREAK BIW ROOF PITCHES _ QR PROVIDING STEEL V,T W W P E I X A N IY M A R C H $TTI . C O M I - YEL. 15'-D" - -- — ANGLE. 1� 4 FORESHORTENED VIEW OF T /r r—rTj . AIR TOWER WINDOWS ��✓1 1 i tVif 11 11 11 ,r,'I I1ilralS 1 ''-L s"� Trll `11 LIVINGRM. EAVE Hallock Lane I(- r 1 L.C. COPPER 0"W HALF ROUND Ma616UCi kNew GUTTER AND 4'0 FLUTED• , 1V Py York 't I - c ,g i DOWNSPOUT (TYP.) i A;! FILING SET II I I STONE VENEER. SEE WALL EAST &NORTH I, SECTION DAIM-13A FOR DETAILS. ti EXTERIOR ELEVATIONS 4 1 STONE CLAD CHARCOAL All CLEAN-OUT (TYP. ALL _ o BARBECUE GRILL A" : I �' i + , I, 1 DOWNSPOUTS FIRST FLOOR F.F. lu --------------- E L. Bi_p. FINISH GLADE @ ., - 2 s - e - e -- a --- a --- a 2 e - 9a - e - — --------------t- N -WEST CORNER JUNE 3� 2005 \St SIR DASC• EL, (-)B'-0" d V i V O 6LA A T TIE NEW FOUNDATION- TO DRYWELL J 4i F ,oD LL T Rvw I I WALL&FOOTING INTO NEW. � II 21 /19X N 26 4 23 22 2B S zs z 0 SEE STRUCT.DWG B 9E EN F.F. _ NORTH ELEVATION A M T ----~W T�__________________________________________________�.1_____Sr__________________________L, CONIC. -TRIP FOOTING EXISTING NEW CONSTRUCTION 1 12-1 CONSTRUCTION ��'F1 & P 111 11 11 k 11 11 it 11 11 11 11 Ila 11 11 11 11 11 0V OR PROVIDING TEELGFI BREAK BIW ROOF PITCHES _ QR PROVIDING STEEL V,T W W P E I X A N IY M A R C H $TTI . C O M I - YEL. 15'-D" - -- — ANGLE. 1� 4 FORESHORTENED VIEW OF T /r r—rTj . AIR TOWER WINDOWS ��✓1 1 i tVif 11 11 11 ,r,'I I1ilralS 1 ''-L s"� Trll `11 LIVINGRM. EAVE Hallock Lane I(- r 1 L.C. COPPER 0"W HALF ROUND Ma616UCi kNew GUTTER AND 4'0 FLUTED• , 1V Py York 't I - c ,g i DOWNSPOUT (TYP.) i A;! FILING SET II I I STONE VENEER. SEE WALL EAST &NORTH I, SECTION DAIM-13A FOR DETAILS. ti EXTERIOR ELEVATIONS 4 1 STONE CLAD CHARCOAL All CLEAN-OUT (TYP. ALL _ o BARBECUE GRILL A" : I �' i + , I, 1 DOWNSPOUTS FIRST FLOOR F.F. lu --------------- E L. Bi_p. FINISH GLADE @ ., - 2 s - e - e -- a --- a --- a 2 e - 9a - e - — --------------t- N -WEST CORNER JUNE 3� 2005 \St SIR DASC• EL, (-)B'-0" d V i V O 6LA A T TIE NEW FOUNDATION- TO DRYWELL J 4i F ,oD LL T Rvw I I WALL&FOOTING INTO NEW. � II 21 /19X N 26 4 23 22 2B S zs z 0 SEE STRUCT.DWG B 9E EN F.F. _ NORTH ELEVATION A M T ----~W T�__________________________________________________�.1_____Sr__________________________L, CONIC. -TRIP FOOTING EXISTING NEW CONSTRUCTION 1 12-1 CONSTRUCTION ��'F1 & P _T_�N. TRAY CEILING ±14'-2" FIN. DROPPED CEILING - 1 0;-&' EILING10'-6" CROWN MOULDING C-1 ±1'-4" 2" B'-4" Kew 1'-B" 000mmc muco❑ DODD con Do EQ WOODEN GRILL TO VAC RETURN AIR E CASING DC -1 ALIGN CABINET WMINDOW HEAP VERTICAL INTERMEDIATE POST + TRIM IS PROUD OF HOP. INTERMED, TRIM BY 11 112" (TYP.) PAINTED GWB T -IN STORAGE CABINET CD'S, DVD'S, VIDEO'S, P_1 LIVING ROAM ELEVATION M�9 SCALE: 1/2" = 1'-0" LOOKING WEST 1 EQ WOODEN GRILL TO VAC RETURN AIR E CASING DC -1 ALIGN CABINET WMINDOW HEAP VERTICAL INTERMEDIATE POST + TRIM IS PROUD OF HOP. INTERMED, TRIM BY 11 112" (TYP.) PAINTED GWB T -IN STORAGE CABINET CD'S, DVD'S, VIDEO'S, P_1 LIVING ROAM ELEVATION M�9 SCALE: 1/2" = 1'-0" LOOKING WEST BASEBOARD 0 ANGLED GWB TRAY CEILING (3) SBO CEILING LIGHT COVE - SEE I TRIM TR -21 MOUNTED PULL SLIDE CASING DC -1 ---� CTION SCREEN i S M-15 SECTION DETAIL THRU WINOOW SEAT P\JOBS\MATTITUCK PANELED TRAY CEILING - SEE P,-1IM-6 FOR CONFIGURATION \Interior eievatlons_Uvinq roc ANGLED GWB I.(ll O TRAY CEILING 0 20a 21'a ® 23a 24a / 20 --- -__ _ _ _yV[N07071V=-SBAT--��_ppp- BUILT-IN END BASEBOARD B-1- - CABINETS BOTH SIDES P_2 LIVING ROOM ELEVATION M-9 SCALE: 1/2" = T-0" LOOKING NORTH P -s LIVING ROOM ELEVATION M-9 SCALE: 1/2" = 1'-0" LOOKING EAST 1 S M-15 SECTION DETAIL THRU WINOOW SEAT P\JOBS\MATTITUCK PANELED TRAY CEILING - SEE P,-1IM-6 FOR CONFIGURATION \Interior eievatlons_Uvinq roc ANGLED GWB I.(ll O TRAY CEILING 0 20a 21'a ® 23a 24a / 20 --- -__ _ _ _yV[N07071V=-SBAT--��_ppp- BUILT-IN END BASEBOARD B-1- - CABINETS BOTH SIDES P_2 LIVING ROOM ELEVATION M-9 SCALE: 1/2" = T-0" LOOKING NORTH P -s LIVING ROOM ELEVATION M-9 SCALE: 1/2" = 1'-0" LOOKING EAST ROPPED CEILING FLOOR _ ti PAINTED GWB W W W. P E I X A N D M A R C H E T T I. C O M MATTITLTCK Hallock Lane Mattituck, New York FILING SET INTERIOR ELEVATIONS LIVING ROOM JUNE 30 2005 PEIX&MARCHETTI A R C H I T E C T S L L P 19 WEST 21sT ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M MATTITLTCK Hallock Lane Mattituck, New York FILING SET INTERIOR ELEVATIONS LIVING ROOM JUNE 30 2005 _ FIN. CEILING Y 11'-1" 1" E-STAINL STEELS _ �TA.BASE Y 3'-p" h FIN, 1ST FLO CROWN MOULDING CA OPEN TO LIVING ROOM\ BEYOND 1 1/4" x 1/4" SURROUND FLUS W/PLASTE 2" THICK STON SLAB HEART PROJECTS S" FRO WA1 1/4" x 114" REVEL B/W STONE — D-1 M-13 OPEN TO LIBRARY L-- ABOVE — —\ / TRIMMED OPENING I I WINDOW CASING DC -1 ie 2a 3a SLAB WALL. SEE FINISH - NOTES FOR DETAILS. CONFIRM SLAB SIZE - VERTICA'L JOINT MAY BE REQUIRED BASE D CABINET BASEBOARD B-1 E -s KITCHEN ELEVATION LOOKING SOUTH M-10 SCALE: 1/2" = 1'-0" INTEGRALLY COLORED VENETIAN PLASTER Nil R C H I- T E C T S 1111 19 WEST 21" ST # 401 NY NY 10010 BASEBOARD B-1 E -s KITCHEN ELEVATION LOOKING SOUTH M-10 SCALE: 1/2" = 1'-0" WOOD BURNING OVEN SAO., INSTALLED BY G.C. 2" THICK STONE ALCOVE FOR FIRE - --- LOGS -- --- PAINTED GWB JETS & S.B.O. all FIN. CEILING 11'-1" I` OPENTO \ LIVING ROOM BEYOND h FIN. FLOOR STONE SLAB BSBD 3'-5" —�`- FLUSH W/PLASTER E-1 KITCHEN ELEVATION LOOKING NORTH M-10 SCALE: 1/2" = 1'-0" 8a `--- PAINTED GWB CROWN MOULDING C-1 SLAB WALL' SEE FINISH -NOTESFO DETAILS.- CONFIRM FLAB SIZE - VERTICAL JOINT MAY BE BASE CABINET CROWN MOULDING 0-1 1" X 2" BRUSHED ST.STEEL CAPPING TRIM TONE INDICATES STONE SLAB BACKSPLASH WINDOW CASING DCA (TYPICAL) P \JOBS\MATTITUCK\DRAWINGS\Drawings\D,O,B\sectlor E-2 KITCHEN ELEVATION LOOKING WEST M-10 SCALE: 1/2" = 1'-0"' MOULDING C-1 LPAINTED GWB EL. x8'-41/2" -- - -- -- __2 - STORAGE AREA i , " ////�////� �t82"/ TONE INDICATES ES STONE SLAB WALL, SEE FINISH r / / NOTES FOR DETAILS, i CONFIRM SLAB SIZE - VERTICAL JOINT MAY BE __-- - -- El / /• REQUIRED 40"AFF _ --AP 11 N E FRAME FOR _ C�-J7,BI TSFUTURE OPENING l _- - sj .B O.'l _ - _ - 48"/ EEZER ® ELECTRIC _ S.B.O. UBCC-iNAL �I I I H-2 HEATER BASEBOARD B-1 TCHEN CABINETS & KITCHEN CABINETS S.B.O. O COUNTERTOP S,8.0. DUTCH DOOR E -a KITCHEN ELEVATION LOOKING EAST M-10 SCALE: 1/2" = 1'-0" I FIN .CEILING 11'-1" 11"X 2" BRUSHED 1 STAINLESS STEEL CAPPING TRIM FIN. 1 ST FLOOR 0'Y B" NG 2S rAIRCASE W/ 514" TREADS & DYKES :LOW TREAD SERS FLOOR' INTEGRALLY COLORED VENETIAN PLASTER WOOD BURNING OVEN SAO., INSTALLED BY G.C. 2" THICK STONE ALCOVE FOR FIRE - --- LOGS -- --- PAINTED GWB JETS & S.B.O. all FIN. CEILING 11'-1" I` OPENTO \ LIVING ROOM BEYOND h FIN. FLOOR STONE SLAB BSBD 3'-5" —�`- FLUSH W/PLASTER E-1 KITCHEN ELEVATION LOOKING NORTH M-10 SCALE: 1/2" = 1'-0" 8a `--- PAINTED GWB CROWN MOULDING C-1 SLAB WALL' SEE FINISH -NOTESFO DETAILS.- CONFIRM FLAB SIZE - VERTICAL JOINT MAY BE BASE CABINET CROWN MOULDING 0-1 1" X 2" BRUSHED ST.STEEL CAPPING TRIM TONE INDICATES STONE SLAB BACKSPLASH WINDOW CASING DCA (TYPICAL) P \JOBS\MATTITUCK\DRAWINGS\Drawings\D,O,B\sectlor E-2 KITCHEN ELEVATION LOOKING WEST M-10 SCALE: 1/2" = 1'-0"' MOULDING C-1 LPAINTED GWB EL. x8'-41/2" -- - -- -- __2 - STORAGE AREA i , " ////�////� �t82"/ TONE INDICATES ES STONE SLAB WALL, SEE FINISH r / / NOTES FOR DETAILS, i CONFIRM SLAB SIZE - VERTICAL JOINT MAY BE __-- - -- El / /• REQUIRED 40"AFF _ --AP 11 N E FRAME FOR _ C�-J7,BI TSFUTURE OPENING l _- - sj .B O.'l _ - _ - 48"/ EEZER ® ELECTRIC _ S.B.O. UBCC-iNAL �I I I H-2 HEATER BASEBOARD B-1 TCHEN CABINETS & KITCHEN CABINETS S.B.O. O COUNTERTOP S,8.0. DUTCH DOOR E -a KITCHEN ELEVATION LOOKING EAST M-10 SCALE: 1/2" = 1'-0" I FIN .CEILING 11'-1" 11"X 2" BRUSHED 1 STAINLESS STEEL CAPPING TRIM FIN. 1 ST FLOOR 0'Y B" NG 2S rAIRCASE W/ 514" TREADS & DYKES :LOW TREAD SERS FLOOR' PEIX& MARCHETTI A R C H I- T E C T S L L P 19 WEST 21" ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 FIN. CEILING 11'-1" I` OPENTO \ LIVING ROOM BEYOND h FIN. FLOOR STONE SLAB BSBD 3'-5" —�`- FLUSH W/PLASTER E-1 KITCHEN ELEVATION LOOKING NORTH M-10 SCALE: 1/2" = 1'-0" 8a `--- PAINTED GWB CROWN MOULDING C-1 SLAB WALL' SEE FINISH -NOTESFO DETAILS.- CONFIRM FLAB SIZE - VERTICAL JOINT MAY BE BASE CABINET CROWN MOULDING 0-1 1" X 2" BRUSHED ST.STEEL CAPPING TRIM TONE INDICATES STONE SLAB BACKSPLASH WINDOW CASING DCA (TYPICAL) P \JOBS\MATTITUCK\DRAWINGS\Drawings\D,O,B\sectlor E-2 KITCHEN ELEVATION LOOKING WEST M-10 SCALE: 1/2" = 1'-0"' MOULDING C-1 LPAINTED GWB EL. x8'-41/2" -- - -- -- __2 - STORAGE AREA i , " ////�////� �t82"/ TONE INDICATES ES STONE SLAB WALL, SEE FINISH r / / NOTES FOR DETAILS, i CONFIRM SLAB SIZE - VERTICAL JOINT MAY BE __-- - -- El / /• REQUIRED 40"AFF _ --AP 11 N E FRAME FOR _ C�-J7,BI TSFUTURE OPENING l _- - sj .B O.'l _ - _ - 48"/ EEZER ® ELECTRIC _ S.B.O. UBCC-iNAL �I I I H-2 HEATER BASEBOARD B-1 TCHEN CABINETS & KITCHEN CABINETS S.B.O. O COUNTERTOP S,8.0. DUTCH DOOR E -a KITCHEN ELEVATION LOOKING EAST M-10 SCALE: 1/2" = 1'-0" I FIN .CEILING 11'-1" 11"X 2" BRUSHED 1 STAINLESS STEEL CAPPING TRIM FIN. 1 ST FLOOR 0'Y B" NG 2S rAIRCASE W/ 514" TREADS & DYKES :LOW TREAD SERS FLOOR' WW W, P E I X AND MARCH ETT I. C OM M-,,-�TTIT"'u Hallock Lane Mattitack, New Fork FILING SET' INTERIOR ELEVATIONS KITCHEN JUNE 30, 2005 mmiQ PEIX& MARCHETTI A R C H I- T E C T S L L P 19 WEST 21" ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WW W, P E I X AND MARCH ETT I. C OM M-,,-�TTIT"'u Hallock Lane Mattitack, New Fork FILING SET' INTERIOR ELEVATIONS KITCHEN JUNE 30, 2005 mmiQ N� MOULDING v 1 x' PAINTED WOOD APPLIED TRIM BOARD WITH 1 x 6 PAINTED WOOD DYKES #85 TRIM TRIM BOARbS WITH LETDFRAMING EA. PANEL DYKES #95 TRIM FRAMING EA. PANEL CURVED GWS CEILING CROWN MOULDING C-2 PAINTED GWB OF DORMER SIDE WALL \—PAINTEO GWB E-1 LIBRARY ELEVATION LOOKING WEST SKYLIGHT ABOVE CROWN MOULDING C-1 APPLIED PTO. GWB 1 x 6 PAINTED WOOD PANELS TRIM BOARDS WITH DYKES #95 TRIM FRAMING EA. PANEL TRIMMED OPENING WALL -MOUNTED LIGHT FIXTURES i OPEN TO STAIR 1 TOWER' -� %� `PAINTED GWB % 21 O T Rf I S E A N TE" STAIR RATING -SEE 0 D AI 3'-0" \ STAIR NOTES FOR % DETAILS \ BASEBOARD B -21 --- LIBRARY FLOOR \ X" NOSING OF WOOD FLOOR DYKES#14TRIM &2 LIBRARY ELEVATION LOOKING NORTH TRIMMED OPENING PTD, WD. TRIM BOARDS KITCHEN BELOW SKYLIGI4T,__\ ABOVE CROWN SKYLIGHT WELL MOULDING C-1 BAND OF EAHORIZONTAL \ LINEAR DIFFUSERS ABOVE BOOKCASESlz� E:l \—PAINTEO GWB WALL -MOUNTED LIGHT FIXTURES TOP 2'-O 112" OFTYP P INTED WOOD BOOKCASES BOOKCASE E-3 LIBRARY ELEVATION LOOKING EAST M-11 1/2'1 TTITUCK\DRAWI RETURN AIR GRILLS AT "FAUX" END OF PANELLED LIBRARY CEILING 17'-0" CROWN MOULDING C-2 TRIM TR -1 CASING DC-_ TOP OF BOOKCASE 6'-0" OSING OF WOOD FLOOR iS #14 TRIM WD. TRIM BOARDS 1 x 8 PAINTED WOOD \ TRIM BOARD WITH DYKES #95 TRIM FRAMING EA. PANEL . /ZZ CURVED pWB \ CEILING CROWN MOULDING C-2jz TRIM TR -1 CASING DC -1 TRIM TR - _PAINT WOOD_ BOO CASES PAINTED GWB TOP OF DORMER OF 2"'-0" SIDE WALL BOOKCASE 2 T. TYR BASEBOARD B-2 LIBRARY FLOOR E-4 LIBRARY ELEVATION LOOKING SOUTH M-11 1/2"=TI 0011 2'-0112" TVP. 2" IERT ITED WOOD I OOKCASES ADJUST. SH VES E-1 LIBRARY ELEVATION LOOKING WEST SKYLIGHT ABOVE CROWN MOULDING C-1 APPLIED PTO. GWB 1 x 6 PAINTED WOOD PANELS TRIM BOARDS WITH DYKES #95 TRIM FRAMING EA. PANEL TRIMMED OPENING WALL -MOUNTED LIGHT FIXTURES i OPEN TO STAIR 1 TOWER' -� %� `PAINTED GWB % 21 O T Rf I S E A N TE" STAIR RATING -SEE 0 D AI 3'-0" \ STAIR NOTES FOR % DETAILS \ BASEBOARD B -21 --- LIBRARY FLOOR \ X" NOSING OF WOOD FLOOR DYKES#14TRIM &2 LIBRARY ELEVATION LOOKING NORTH TRIMMED OPENING PTD, WD. TRIM BOARDS KITCHEN BELOW SKYLIGI4T,__\ ABOVE CROWN SKYLIGHT WELL MOULDING C-1 BAND OF EAHORIZONTAL \ LINEAR DIFFUSERS ABOVE BOOKCASESlz� E:l \—PAINTEO GWB WALL -MOUNTED LIGHT FIXTURES TOP 2'-O 112" OFTYP P INTED WOOD BOOKCASES BOOKCASE E-3 LIBRARY ELEVATION LOOKING EAST M-11 1/2'1 TTITUCK\DRAWI RETURN AIR GRILLS AT "FAUX" END OF PANELLED LIBRARY CEILING 17'-0" CROWN MOULDING C-2 TRIM TR -1 CASING DC-_ TOP OF BOOKCASE 6'-0" OSING OF WOOD FLOOR iS #14 TRIM WD. TRIM BOARDS 1 x 8 PAINTED WOOD \ TRIM BOARD WITH DYKES #95 TRIM FRAMING EA. PANEL . /ZZ CURVED pWB \ CEILING CROWN MOULDING C-2jz TRIM TR -1 CASING DC -1 TRIM TR - _PAINT WOOD_ BOO CASES PAINTED GWB TOP OF DORMER OF 2"'-0" SIDE WALL BOOKCASE 2 T. TYR BASEBOARD B-2 LIBRARY FLOOR E-4 LIBRARY ELEVATION LOOKING SOUTH M-11 1/2"=TI milmlim \III III/ \ III I I I -Peoo ( ASES awings\D,0,B\Interior elevatlons_Ubrar 6 PEIX& MARCHETTI ARCHITECT S LLP 19 WEST 21°T ST 4401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M MATTITZJCK Hallock Lane Mattituck, New York FILINIG SET' INTERIOR ELEVATIONS LIBRARY JUNE 30, 2005 M-11 0011 milmlim \III III/ \ III I I I -Peoo ( ASES awings\D,0,B\Interior elevatlons_Ubrar 6 PEIX& MARCHETTI ARCHITECT S LLP 19 WEST 21°T ST 4401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M MATTITZJCK Hallock Lane Mattituck, New York FILINIG SET' INTERIOR ELEVATIONS LIBRARY JUNE 30, 2005 M-11 I P,AJOBS\MATTITUCK\DRAWING$\D TaP a{'I'.,P?*IGHT �r_oP-_GOI,LA>� - — ----- -- - l .. — -- - - - E4.. \ ccr11.GAL fcnOF OF �-- _ — 5®° STAIK VW P - r PANP.I.LEG 96' MANSAIzG� ' A T t GATN I G � PARAL GLNLi, D — A L 132 2 i I — RQQ F P r�hl - - — "- I �! 0 TOP a LAtE. -- 1 P _ TIL'A Y r I I H C4 rrN +,a. cLNq. EL. 1➢'= - . 7 L_ I p r It 5j{ eavE JNPFRsIPE pS FSI #j 1t .- n v WAK 66. y, - 'E , - SW t h1 • it' i .. .L I 13.. A r �--^•ISI^ 1 "'I � PLAJV • �r, GAVE uMr1dL$ C r �I I� ,- I �'. 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P E I X A N D M A R C H E T T I. C 0 M Hallock Lane Mattituck, New York FIL11\1C SET' BUILDING SECTIONS �u r� E 30l 200' 36"f RAIL SEE STAIR NOTES FOR RAILING SPECIFICATIONS 6 TOP OF PLATE Y EL. 14'-2' CUSTOM BOOKSHELVES HARDWOOD FLOOR 5/4" BULL -NOSED FINISH STRIP TO MATCH FLOOR FINISH (2)11 114" LVL HEADER BEAMS PAINTED WOOD TRIM BOARDS CEILING HT. EL 11.1 _- 20" WIDE WASCO PYRAMID SKYLIGHT. \\� DOUBLE GLAZEDITHERMAL GLASS. ROOFING CONTRACTOR MANUFACTURER TO REVIEW DETAIL HALF -RIDGE VENT CONTINUOUS FOR PROPER INSTALLATION DETAILS AROUND SIDES OF SKYLIGHT. AND DIMENSIONAL CLEARANCES. SKYLIGHT IS SPIKED INTO \ 2X4 BLOCKING 1"X "PAINTED WOOD TRIM BOARD LVL/FLITCH PLATE BEAM SEE STRUC. DINGS. FOR SPECS CROWN C-1 5/8" GYPSUM WALL BOARD CEILING LIBRARY 112" MINIMIZE DIMENSION TO DECREASE VISIBILITY FROM VIEWER BELOW. 2X8 FLOOR JOISTS @ 16" Q,p. KITCHEN HANGIBLOCK DROP CEILING AS REQ'D. 112" GYPSUM WALL BOARD & CEILING CROWN G1 WINDOW CASING DC - LINTEL HEADER: 1 SEE STR. DINGS. HORIZONTAL MEETING RAIL. (2) 2)K6 WITH PAINTED WOOD CASING (@ INTERIOR CASEMENT WINDOW. SEE WINDOW SCHEDULE 5/4" POPLAR SILL WITH DG_ APROIN FIRST FLOOR F.F. V EL. 0'4' 5 1/2" TH. R -2i FOIL=FACEID FIBERGLASS INSULATION. FOIL FACED TOWARDS HEATED SPACE TO ACT AS VAPOR BARRIER. 2x6 WALL STUDS Q 16" O.C. BASE BOARD: B-1 ALUMINUM FLASHING AS MOUSE SHIELD. FINISH FLOOR ON 3W' PLYWOOD SUB -FLOOR RIM JOIST 9-31" TH. R-30 FOIL -FACED) FIBERGLASS INSULATION). FOIL -FACED TOWARDS HEATED) SPACE TO ACT AS VAPOR BARRIER WALL SECTION DETAIL 2X4PR€SSURE TOP OF FDN. TREATED SILL PLATE LEAD COATED COPPER FLASHING BY ROOFING CONTRACTOR n HALF -RIDGE VENT CONTINUOUS > AROUND SIDES OF SKYLIGHT. ` \ VENTILATION � SLATE SHINGLE \ ROOF 7FACED rn u 3/4"CDX PLYWOOD ROOF SHEATHING AND ROOF UNDERLAY . v. AS REQUIRED BY ROOF SHINGLE MANUFACTURER. 2X12 ROOF RAFTER FILLED WITH R-3FIBERGLASS INSULATION. FACE FOI HEATED SIDE TO ACT AS VAPOR BARRIER. > 9 ROOF INSULATION BAFFLE. MAINTAIN 1" CLEAR AIR PATH FOR VENTILATION 2X8 FLOOR JOISTS @ 16" Q,p. KITCHEN HANGIBLOCK DROP CEILING AS REQ'D. 112" GYPSUM WALL BOARD & CEILING CROWN G1 WINDOW CASING DC - LINTEL HEADER: 1 SEE STR. DINGS. HORIZONTAL MEETING RAIL. (2) 2)K6 WITH PAINTED WOOD CASING (@ INTERIOR CASEMENT WINDOW. SEE WINDOW SCHEDULE 5/4" POPLAR SILL WITH DG_ APROIN FIRST FLOOR F.F. V EL. 0'4' 5 1/2" TH. R -2i FOIL=FACEID FIBERGLASS INSULATION. FOIL FACED TOWARDS HEATED SPACE TO ACT AS VAPOR BARRIER. 2x6 WALL STUDS Q 16" O.C. BASE BOARD: B-1 ALUMINUM FLASHING AS MOUSE SHIELD. FINISH FLOOR ON 3W' PLYWOOD SUB -FLOOR RIM JOIST 9-31" TH. R-30 FOIL -FACED) FIBERGLASS INSULATION). FOIL -FACED TOWARDS HEATED) SPACE TO ACT AS VAPOR BARRIER WALL SECTION DETAIL 2X4PR€SSURE TOP OF FDN. TREATED SILL PLATE TERMITE SHIELD 12"X 1/2"0 ANCHOR BOLT I" COMPRESSIBLE FILLER TO_P OF BASMT. SLAB 4" REINF. CONC. SLAB ON GRADE', BASEMENT FLOOR. SEE STRUCTURAL DRAWINGS., 6 MIL POLY VAPOR! BARRIER 4" BED OF WASHED GRAVEL UNDER SLAM HVAC DUCT(S) AREA = APPROX. 460 SQ IN: SEE MECHANICAL PLAN 4" RIGID RIM JOISTS -- BLOCK AS REQ'D. 1112! T BRACE. SEE STRUCTURAL DINGS. I 4" 2X8 OUTRIGGER ROOF RAFTERS @ 16" O.C. 2X6 NAILER AT EAVE 2" OVHNG. RAIN GUTTER PAINTED WOOD FASCIA BOARD 4" WIDE TBG PAINTED WOOD UNDER EAVE. ISTONVENEER E OF CONTINUOS LOUVER W/INSECT SCREEN PAINTED WOOD TRIM BOARDS. EXACT PROFILE T.B.D. LEAD COATED COPPER FLASHING 11" AT WINDOW HEAD. TYP. ALL WALL OPENINGS. J NONSTRUCTURAL 5X12 TIMBER LINTEL. EXPOSED FACE TO BE PROUD OF STONE VENEER 4" MARVIN STOCK 4" HORIZ. SPACE MULLION (A114), TYP. TYP. ALL TRANSOMED WINDOWS & DOORS STONE JAMB ELEV. BEYOND. SET WINDOW UNIT IN SO AS TO EXPOSE MAX. DEPTH OF STONE. STONE SILL OF SAME STONE AS WALL. STONE VENEER +/- 4" DEEP. SEE MASONRY NOTES FOR SPEC. 3/4" CDX PLYWOOD SHEATHING WITH CONTINUOS LEAK BARRIER LIKE WEATHER WATCH BY GAF OR EQUAL. STONE VENEER ON ADJUSTABLE STAINLESS STEEL WALL TIES SPACED AS REQ'D BY MANUFACTURER AND CODE. ASSUME 16" O.C. HORIZ. AND VERTICAL. 2" AIRSPACE. VARIES WITH IRREGULARITY OF STONE'S BACK. MORTAR NET INSTALLED AT BASE OF WALL CAVITY FLASHING WITH WEEP HOLES 24" O.C.. MIN 8" ABOVE FIN. GRADE. LOWER WINDOW HF FINISH GRADE (VARIES). SLOPE AWAY FROM HOUSE TOPSOIL 12" THICK POURED REINF. CONC. FOUNDATION WALL SEE STRUCTURAL DRAWINGS FOR DETAILS. 2" RIGID INSULATION AND WATER PROOFING WASHED GRAVEL AGAINST FDN. & AROUND DRAINPIPE FOR FOUNDATION REINF, SEE STRUCTURAL DRAWINGS. 12"H X 24"W REINFORCED CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SPECS n n > b t- zm � y rn u N . v. 0 H > 9 o N J z u N N O O 1 a O ro 1-1 TERMITE SHIELD 12"X 1/2"0 ANCHOR BOLT I" COMPRESSIBLE FILLER TO_P OF BASMT. SLAB 4" REINF. CONC. SLAB ON GRADE', BASEMENT FLOOR. SEE STRUCTURAL DRAWINGS., 6 MIL POLY VAPOR! BARRIER 4" BED OF WASHED GRAVEL UNDER SLAM HVAC DUCT(S) AREA = APPROX. 460 SQ IN: SEE MECHANICAL PLAN 4" RIGID RIM JOISTS -- BLOCK AS REQ'D. 1112! T BRACE. SEE STRUCTURAL DINGS. I 4" 2X8 OUTRIGGER ROOF RAFTERS @ 16" O.C. 2X6 NAILER AT EAVE 2" OVHNG. RAIN GUTTER PAINTED WOOD FASCIA BOARD 4" WIDE TBG PAINTED WOOD UNDER EAVE. ISTONVENEER E OF CONTINUOS LOUVER W/INSECT SCREEN PAINTED WOOD TRIM BOARDS. EXACT PROFILE T.B.D. LEAD COATED COPPER FLASHING 11" AT WINDOW HEAD. TYP. ALL WALL OPENINGS. J NONSTRUCTURAL 5X12 TIMBER LINTEL. EXPOSED FACE TO BE PROUD OF STONE VENEER 4" MARVIN STOCK 4" HORIZ. SPACE MULLION (A114), TYP. TYP. ALL TRANSOMED WINDOWS & DOORS STONE JAMB ELEV. BEYOND. SET WINDOW UNIT IN SO AS TO EXPOSE MAX. DEPTH OF STONE. STONE SILL OF SAME STONE AS WALL. STONE VENEER +/- 4" DEEP. SEE MASONRY NOTES FOR SPEC. 3/4" CDX PLYWOOD SHEATHING WITH CONTINUOS LEAK BARRIER LIKE WEATHER WATCH BY GAF OR EQUAL. STONE VENEER ON ADJUSTABLE STAINLESS STEEL WALL TIES SPACED AS REQ'D BY MANUFACTURER AND CODE. ASSUME 16" O.C. HORIZ. AND VERTICAL. 2" AIRSPACE. VARIES WITH IRREGULARITY OF STONE'S BACK. MORTAR NET INSTALLED AT BASE OF WALL CAVITY FLASHING WITH WEEP HOLES 24" O.C.. MIN 8" ABOVE FIN. GRADE. LOWER WINDOW HF FINISH GRADE (VARIES). SLOPE AWAY FROM HOUSE TOPSOIL 12" THICK POURED REINF. CONC. FOUNDATION WALL SEE STRUCTURAL DRAWINGS FOR DETAILS. 2" RIGID INSULATION AND WATER PROOFING WASHED GRAVEL AGAINST FDN. & AROUND DRAINPIPE FOR FOUNDATION REINF, SEE STRUCTURAL DRAWINGS. 12"H X 24"W REINFORCED CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SPECS n __s/ LEAD COATED COPPER FLASHING BY I ROOFING CONTRACTOR SLATE ROOF SPECIFIC RIDGE VENT WITH SLATE SHINGLE COVER TO pMATCH ROOF. VENTILATION dk- OTTOM OF ROOF TIE EL_- 74'-2—_—_- 3 STONE VENEER ±4' DEEP. SEE MASONRY NOTESFOR SPECIFICATION. 7"SPACEFOR STONE VENEER +CAVITY +SHEATHING 1/4" SOFT 4" E 7' SPACE FOR STONE VENEER + CAVITY, Y 1 51/2" STUD WALL ZONE, j 3" WINDOW SILL 7"�J� PLASTIC LENS REFRACTING SHEET. MARVIN GLAD CASENfASTER. SEE WINDOW 1 51/2' 3"l I 24" LE VERTICAL WOOD DD ON SCHEDULE FOR DETAILS. I EXTRUDED ALUM. BRICK MOULD CASING BY WINDOW MANUFACTURER. COLOR TO CONTINUOUS LIGHT STRIP MATCH WINDOW FRAME. TYP, ALL JAMBS. I 6BOTTOM OF COVE j Eh: 10'-71/2' OR-OWNIG-1 12' I - j HEADER BEAM -SEE " STRUCTURAL DRAWINGS ±2" CAVITY. VARIES WITH IRREGULAR BACK OF STONE f W�IN_DOW HEAD VEL WINDOW CASING DG -1 I j FIXED TRANSOM WINDOW. SEE WINDOW SCHEDULE I I 2X61NSULATED STUD WALL - HORIZONTAL MEETING RAIL (2) 2X6 WITH PAINTED WOOD CASING @ INTERIOR F_ I I CASEMENT WINDOW. SEE j WINDOW SCHEDULE I EXTRUDED ALUM, BRICK MOULD CASING BY L I V I N G WINDOW MANUFACTURER. COLOR TO MATCH WINDOW FRAME TYP. ALL JAMBS. I PAINTED WINDOW CASING. DC -1 I PAINTED JAMB EXTENSION I 5/4" POPLAR SILL WITH j DC -1 APRON DOOR SADDLE BELOW j 5 1/2" TH. R-21 FOIL -FACED - _ FIBERGLASS INSULATION. SLOPING STONE FOIL FACED TOWARDS SILL BELOW. I HEATED SPACE TO ACT AS VAPOR BARRIER. 2x6 WALL STUDS @ MARVIN CLAD OUTSWING DOOR. SEE - 16" O.C. I WINDOW SCHEDULE FOR DETAILS. I BASEBOARD: B-1 �— I PAINTED 3/4" FLAT CASING - ALUMINUM FLASHING AS 4X4 WOOD COLUMN. UNIQUE TO THIS I MOUSE SHIELD. LOCATION B/W WINDOW & DOOR. FINISH FLOOR ON 3/4"I PLYWOOD SUB -FLOOR I PROVIDE BLOCKING AND FOAM INSULATION I AROUND COLUMN. I FIRST FLOOR F.f. ----- j Y --EL. 0'-0'_- _ _ - MARVIN CLAD CASEMASTER. SEE WINDOW RIM JOIST SCHEDULE FOR DETAILS. I 9-z TH. R-30 FOIL -FACED FIBERGLASS INSULATION. FOIL -FACED TOWARDS HEATED {2) 2X6 WOOD COLUMN. NP. ALL SPACE TO ACT AS VAPOR BARRIER INTERMEDIATE WINDOW POSTS 2X6 PRESSURE PROVIDE CLOCKING AND FOAM INSULATION TOP OF HIGH FDN. TREATED SILL PLATE AROUND COLUMN. (_)1�.--------_ _—_—___ I MARVIN STOCK 4" VERTICAL SPACE MULLION (A114). TYR ALL MULLIONS: WINDOW & DOOR. I TERMITE SHIELD 1 I 5/4" TH. PAINTED WOOD WINDOW SILL WITH I 1 -OVERHANG, j (3) 2X6 WOOD I POST (TYP.I 1 1/4" SOFT JOINT WITH BACKER ROD. TYP. ALL WINDOW -STONE M€€TINGS- I 1"COMPRESSIBLE FILLER I �/��Q SLAB i 'R TOP )100ASMT_----_ @WINDOWSNDO S 'J - 4'REINF. CONC. SLAB ON GRADE I BASEMENT FLOOR SEE STRUCTURAL DRAWINGS. P-1 WALL PLAN DETAIL A-14 1 1/2"=1'-0" 0 6 MIL POLY VAPOR BARRIER 4" BED OF WASHED Fl I. GRAVEL UNDER SLAB i S 4 GWB CEILING t' FASCIA BOARD 7" HALF -CIRCLE rn U COFFER H I/l� y u a� A m n7y DYKES #95 TRIM FRAMES Nz UNDER EAVE. yC1 EA COFFER U N in U O Q y PAINTED MDF FAUX _ I LINTEL. FRONT FACE TO BE BEAM. (2) 2x6 COLUMN. TYP. ALL ALL " WfNDOW MULLS. SHIM/BLOCK TO I FORM REOD FACETED BAY ANGLE. j MARVIN STOCK 6" VERTICAL MULLION COVER I/ GWB CEILING (A116). BENT SLIGHTLY AT ITS CONNECTION TO FOLLOW BAY ANGLE. STONE VENEER ±4' DEEP. SEE MASONRY NOTESFOR SPECIFICATION. 7"SPACEFOR STONE VENEER +CAVITY +SHEATHING 1/4" SOFT 4" E 7' SPACE FOR STONE VENEER + CAVITY, Y 1 51/2" STUD WALL ZONE, j 3" WINDOW SILL 7"�J� PLASTIC LENS REFRACTING SHEET. MARVIN GLAD CASENfASTER. SEE WINDOW 1 51/2' 3"l I 24" LE VERTICAL WOOD DD ON SCHEDULE FOR DETAILS. I EXTRUDED ALUM. BRICK MOULD CASING BY WINDOW MANUFACTURER. COLOR TO CONTINUOUS LIGHT STRIP MATCH WINDOW FRAME. TYP, ALL JAMBS. I 6BOTTOM OF COVE j Eh: 10'-71/2' OR-OWNIG-1 12' I - j HEADER BEAM -SEE " STRUCTURAL DRAWINGS ±2" CAVITY. VARIES WITH IRREGULAR BACK OF STONE f W�IN_DOW HEAD VEL WINDOW CASING DG -1 I j FIXED TRANSOM WINDOW. SEE WINDOW SCHEDULE I I 2X61NSULATED STUD WALL - HORIZONTAL MEETING RAIL (2) 2X6 WITH PAINTED WOOD CASING @ INTERIOR F_ I I CASEMENT WINDOW. SEE j WINDOW SCHEDULE I EXTRUDED ALUM, BRICK MOULD CASING BY L I V I N G WINDOW MANUFACTURER. COLOR TO MATCH WINDOW FRAME TYP. ALL JAMBS. I PAINTED WINDOW CASING. DC -1 I PAINTED JAMB EXTENSION I 5/4" POPLAR SILL WITH j DC -1 APRON DOOR SADDLE BELOW j 5 1/2" TH. R-21 FOIL -FACED - _ FIBERGLASS INSULATION. SLOPING STONE FOIL FACED TOWARDS SILL BELOW. I HEATED SPACE TO ACT AS VAPOR BARRIER. 2x6 WALL STUDS @ MARVIN CLAD OUTSWING DOOR. SEE - 16" O.C. I WINDOW SCHEDULE FOR DETAILS. I BASEBOARD: B-1 �— I PAINTED 3/4" FLAT CASING - ALUMINUM FLASHING AS 4X4 WOOD COLUMN. UNIQUE TO THIS I MOUSE SHIELD. LOCATION B/W WINDOW & DOOR. FINISH FLOOR ON 3/4"I PLYWOOD SUB -FLOOR I PROVIDE BLOCKING AND FOAM INSULATION I AROUND COLUMN. I FIRST FLOOR F.f. ----- j Y --EL. 0'-0'_- _ _ - MARVIN CLAD CASEMASTER. SEE WINDOW RIM JOIST SCHEDULE FOR DETAILS. I 9-z TH. R-30 FOIL -FACED FIBERGLASS INSULATION. FOIL -FACED TOWARDS HEATED {2) 2X6 WOOD COLUMN. NP. ALL SPACE TO ACT AS VAPOR BARRIER INTERMEDIATE WINDOW POSTS 2X6 PRESSURE PROVIDE CLOCKING AND FOAM INSULATION TOP OF HIGH FDN. TREATED SILL PLATE AROUND COLUMN. (_)1�.--------_ _—_—___ I MARVIN STOCK 4" VERTICAL SPACE MULLION (A114). TYR ALL MULLIONS: WINDOW & DOOR. I TERMITE SHIELD 1 I 5/4" TH. PAINTED WOOD WINDOW SILL WITH I 1 -OVERHANG, j (3) 2X6 WOOD I POST (TYP.I 1 1/4" SOFT JOINT WITH BACKER ROD. TYP. ALL WINDOW -STONE M€€TINGS- I 1"COMPRESSIBLE FILLER I �/��Q SLAB i 'R TOP )100ASMT_----_ @WINDOWSNDO S 'J - 4'REINF. CONC. SLAB ON GRADE I BASEMENT FLOOR SEE STRUCTURAL DRAWINGS. P-1 WALL PLAN DETAIL A-14 1 1/2"=1'-0" 0 6 MIL POLY VAPOR BARRIER 4" BED OF WASHED Fl I. GRAVEL UNDER SLAB i S 4 N WAN rwa BOLTED CONNECTION AT MEETING OF JOIST, OUTRIGGER AND ROOF TIE. SEE STRUC. DWGS. FOR SPECS. 2X12 ROOF TIE (CEILING JOIST). SLATE SHINGLE ROOF 3/4" COX PLYWOOD ROOF SHEATHING AND ROOF UNDERLAY AS REQUIRED BY ROOF SHINGLE MANUFACTURER- 2X12 ANUFACTURER 2X12 ROOF RAFTERS @ 16" O.C. 9 i' TH. R-38 FOIL -FACED FIBERGLASS INSUL. FOIL -FACED TOWARDS HEATED SPACE TO ACT AS VAPOR 2X8 OUTRIGGER ROOF RAFTERS TO ACHIEVE FLARED ROOF SKIRT. 43' it 2" 41/2' 1 18" TO STONE FACE 2X _ STRUTS TO STIFFEN OUTRIGGERS _____ _ ___ TOP OF PLATE 2X_ NAILER AT � 2"OVHNG. EAVE PAINTED WOOD t' FASCIA BOARD yy HALF -CIRCLE rn U N � I/J H I/l� y u a� A m n7y a Nz UNDER EAVE. yC1 CONTINUOS LOUVER U N in U O Q y l L -N _ I LINTEL. FRONT FACE TO BE PROUD OF STONE VENEER. N WAN rwa BOLTED CONNECTION AT MEETING OF JOIST, OUTRIGGER AND ROOF TIE. SEE STRUC. DWGS. FOR SPECS. 2X12 ROOF TIE (CEILING JOIST). SLATE SHINGLE ROOF 3/4" COX PLYWOOD ROOF SHEATHING AND ROOF UNDERLAY AS REQUIRED BY ROOF SHINGLE MANUFACTURER- 2X12 ANUFACTURER 2X12 ROOF RAFTERS @ 16" O.C. 9 i' TH. R-38 FOIL -FACED FIBERGLASS INSUL. FOIL -FACED TOWARDS HEATED SPACE TO ACT AS VAPOR 2X8 OUTRIGGER ROOF RAFTERS TO ACHIEVE FLARED ROOF SKIRT. 43' it 2" 41/2' 1 18" TO STONE FACE 2X _ STRUTS TO STIFFEN OUTRIGGERS _____ _ ___ TOP OF PLATE 2X_ NAILER AT � 2"OVHNG. EAVE MARVIN STOCK 4" HORIZ. SPACE MULLION (A 114) TYPICAL ALL MULLIONS @ WINDOWS & DOORS STONE JAMB IN ELEV. BEYOND. SET WINDOW UNIT IN SO AS TO EXPOSE MAX. DEPTH OF STONE. STONE SILL OF SAME STONE AS WALL STONE VENEER ON ADJUSTABLE STAINLESS STEEL WALL TIES SPACED AS REQ'D BY MANUFACTURER AND CODE. ASSUME 16' O.C. HORIZ. AND VERTICAL. 2" AIR SPACE. VARIES WITH IRREGULARITY OF STONE'S BACK. 3/4" CDX PLYWOOD SHEATHING WITH CONTINUOUS LEAK BARRIER LIKE WEATHER WATCH BY GAF OR EQUAL STONE VENEER ±4"DEEP. SEE MASONRY NOTES FOR SPEC. •I MMMMMJ� MORTAR NET INSTALLED AT 17�rJO°n5l M� ss— BASE OF WALL CAVITY LVA! JII� �J�IIIYLVAI FLASHING WITH WEEP HOLES 24- D.C. :.GRADE. GROUT SOLIDLY BELOW FLASHING FINISH GRADE (VARIES). SLOPE I AWAY FROM HOUSE �- TOPSOIL -1 WALL SECTION DETAIL M-14 1 1/2"=1'-0" 12" THICK POURED REINF. CONIC. FOUNDATION WALL SEE STRUCTURAL DRAWINGS FOR DETAILS. 2" RIGID INSULATION AND WATERPROOFING WASHED GRAVEL AGAINST FON. & AROUND DRAINPIPE FOR FOUNDATION REINFORCING, SEE STRUC. DWGS. 12"H X 24'W R€INFORCED CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SPECS ti 3 D y N n PAINTED WOOD FASCIA BOARD HALF -CIRCLE RAIN GUTTER EAVE EL: 101-6" 4" WIDE T&G PAINTED WOOD UNDER EAVE. _J CONTINUOS LOUVER I WANSECT SCREEN \ J 5X7 NONSTRUCTURALTIMBER _ I LINTEL. FRONT FACE TO BE PROUD OF STONE VENEER. MARVIN STOCK 4" HORIZ. SPACE MULLION (A 114) TYPICAL ALL MULLIONS @ WINDOWS & DOORS STONE JAMB IN ELEV. BEYOND. SET WINDOW UNIT IN SO AS TO EXPOSE MAX. DEPTH OF STONE. STONE SILL OF SAME STONE AS WALL STONE VENEER ON ADJUSTABLE STAINLESS STEEL WALL TIES SPACED AS REQ'D BY MANUFACTURER AND CODE. ASSUME 16' O.C. HORIZ. AND VERTICAL. 2" AIR SPACE. VARIES WITH IRREGULARITY OF STONE'S BACK. 3/4" CDX PLYWOOD SHEATHING WITH CONTINUOUS LEAK BARRIER LIKE WEATHER WATCH BY GAF OR EQUAL STONE VENEER ±4"DEEP. SEE MASONRY NOTES FOR SPEC. •I MMMMMJ� MORTAR NET INSTALLED AT 17�rJO°n5l M� ss— BASE OF WALL CAVITY LVA! JII� �J�IIIYLVAI FLASHING WITH WEEP HOLES 24- D.C. :.GRADE. GROUT SOLIDLY BELOW FLASHING FINISH GRADE (VARIES). SLOPE I AWAY FROM HOUSE �- TOPSOIL -1 WALL SECTION DETAIL M-14 1 1/2"=1'-0" 12" THICK POURED REINF. CONIC. FOUNDATION WALL SEE STRUCTURAL DRAWINGS FOR DETAILS. 2" RIGID INSULATION AND WATERPROOFING WASHED GRAVEL AGAINST FON. & AROUND DRAINPIPE FOR FOUNDATION REINFORCING, SEE STRUC. DWGS. 12"H X 24'W R€INFORCED CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SPECS ti 3 D y N n I1 4wr of V*%NA 6A•G1•0V%o kt- a W4 _.vIFt+CS - aU.S" Pili MD. ApW fa. Fmwtj mr-- IV % 46" NTE *V& &OLOIL V64gLft1 FLIRTER milt- Pmol. PT17. lVcp pwLS To TP,I~P, ages. Fid Dx&4 r•I Ab O UP TMM 51oNB S1.Ab FLLW %-4, FL) ---1 114p% 1/40 P./bAl- H btyl $r#05 + PLASTER. rite!. 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WITH $JR1_CVr1P' FAAW • MFRRI 6o11� wI/ FLA4itlL s h ROUNDED 1,4r,A.. t/4" �� 3/4" CORNER 131W $r*f 7777"k F-AJ:sw s?'an t6 Sf.AG7 --1tF1l l,.:115F L'.-1EL SL OO " E•2. 5 o.0 H �� SECTION DETAIL AT WINDOW SEAT 1 1/2"=1'-0" 0 OFTHE BAY" E-1 ELEVATION DETAIL AT WINDOW S T i RADIATOR GRILL '� \ ABOVE FUI LEGS SUPPORT FOR l ADIATOR GRILL CURVED RADIATOR GRILL /— DASHED LINE INDICATES / WINDOW SEAT ABOVE — PLAN AT WINDOW S D-1 DETAIL AT WINDOW SEAT M1-15 6"=1'-0" PEIX & MARCHETTI ARCHITECT S LLP 19 WEST 21'r ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A A* D M A R C H E T T I. C O M MArrrrl•r-uC�K. Hallock Dane Mattituck, New York FILING SET INTERIOR DETAILS WINDOW SEAT AND, FIREPLACE 6-30 -qs- Plans are prepared by Condon Englneering PC It is a vlolat Ion oft he New Yak State Education Law, Arllde 145, Section 7219, for any person unless acting under the direction of a II abased Professional Engineer, Amhiled, or Land Surveyor, to alter any item in any way If an item bearing the seal of an Engineer, Arch I(eel, or Land Surveyor isolated, the altering Engineer, ArcNlecl, or Land Surveyor shall affix to the Ilam matter seal and the notation "Altered by' folImod by hidther dimeture and the dale of such alterations, ends spaclficdescnpllonoftheellerallan Duct Distribution Plan Balm Specification Scope of Work Furnish and install Heating, Ventilation, and Air Conditioning and domestic hot water systems as shown in the attached drawings and this specification. The work includes but is not limited to the following: • Removal and proper storage on site of existing boiler and air handler currently located in the cellar and crawl space and condenser unit. Boiler and air handler are to be reinstalled upon completion of construction. The existing hot water heater is top be remowed by others. . Furnish and install new air handlers and duct systems and condenser units for the new spaces and the existing dining room as shown in the drawings and specification. Two air handlers will be located in the attic. The air handlers will be equipped with disposable air liters, condensate pumps and evaporator coils for cooling. * Furnish a new fuel oil fired boiler and install it in the cellar in accordance with the drawings and manufacturer's specifications, `Furnish and install all new in floor and kick space healers and fin tube radiators in accordance with the plans and specifications. `Furnish and install a new indirectly fired hot water heating system in the cellar in accordance with the plans and specifications. • Install pre-existing oil fired boiler in the new cellar. Connect boiler to existing baseboard loops in existing areas of the building. * Install pre-existing air handler in new cellar and condenser unit. Connect air handler to existing ducts feeding existing areas of the building. *AII electrical and plumbing equipment and labor necessary to deliver fully operational systems is to be included as part of the bid for this project. Manufacturers -Other manufacturer(;) must Comply with the specifying Engineer's requirements, including: -The full intent of the specifications and drawings, and provide a complete submittal including literature, wiring diagrams, fuel piping diagrams, and a list of similar installations. - The submittal is to be presented to the specifying Engineer at least seven working days for approval before bid opening. Substitutions are not permitted after the contract is awarded Rollers Indirect Fired Water Healers Well McLain Super Slor Section Looking North on North Side of Chimney Per mss Amtrol in Section Looking North on South Side of Chimney Chimney Omitted for Clarity System Specifications System # 1 2 Design Loads; Sensible C;ooling(BTUH) 24,885 42,870 Latent Cooling(BTUH) 8,295 14,290 Total Cooliing(BTUH) 33,180 57,160 %Sensible 75% 75% Heating (MIBH) 44.5 75.9 System Specifications Air Flow(C:FM) 1,225 2,000 External Pressure(IWG) 0.64 0.59- Evaporator/Air Handler Model No. FK4CNF003 FK4CNF006 Compressor Model No.* 38TPA04233 38TPA06033 * Carrier Equipment rchlteotural figs for Dat Data General Air Handler Evaporator Compressor/Condenser Units Carrier Trane York Rheem * All equipment is to be furnished and installed in accordance with the New York State and local Building Codes and the manufacturer's instructions. All equipment is to be tested and balanced in accordance with the manufacturers instructions and the air flows shown in the drawings, `AII work must be done in a neat and workman like manner. * Warranty - All equipment - for a minimum period of 5 years from the data of substantial completion. Air Handler Equipment * See chart on H-2 for specifications for the air handlers. • Air handlers in the attic are to be suspended from the roof rafters with 4 or more threaded rods equipped with vibration isolations Collar flea are to be installed between rafters where the rods are connected if there are none installed. Coordinate with morning contractor. ' The air handlers installed in the attic spaces are to be equipped with condensate overflow pans, The pans are to be equipped with float switches. * Aprilaire Model 2200 High Efficiency Air Cleaners are to be installed in each of the systems. `Access paths are to be installed on the attic floorwith plywood (minimum 3/4 inch thick) between the attic access hatch and the service access side of the air handlers. * An incandescent lamp fixture and duplex receptacle are to be installed at each of the air handler locations. A switch for the attic lights is to be located at the attic access hatch in the attic or in the wall on the second floor. ' Condensate pumps are to be furnished and installed at the new and pre-existing air handlers located in the cellar and attic spaces. The condensate drain pipe Is to be routed to the exterior of the building. Separate duplex receptacles for the condensate pumps are to be installed in the cellar and crawl spaces next to the pumps. Air Conditioning Equipment (Compressors, Condensers and Evaporators) * Size Compressors, Condensers, and Evaporators in accordance with parameters, shown in Chart on H-2 `Minimum SEER 10 * Refrigerant lines are to be routed through interiorwalls and are not to be run along the extedorwallsofthe building. ' The outdoor Compressors/Condenser units are to be located on the exterior as shown in the site plan and architectural drawings. Refrigerant lines are to be sized based on distance from in accordance with the manufacturer's specifications. The compressar/condenser units are to be installed plumb on concrete mounting bases on a flat compacted grade. * Openings In the building walls where the refrigerant lines pass through the building are to be sealed. Ducts ' All ducts are to be rigid 26 Gage galvanized. Flexible ducts are only to be used at connection points * All supply and return ducts are to be insulated with a minimum of R-6 insulation. All run out fittings are to be equipped with balancing dampers. ' Run out ducts are 6" round galvanized unless noted otherwise. 'Duct sizes shown on the drawings are interior dimensions. ' Panned ducts are not to be used. All duct seems and joints are to be sealed. Floorjoists/girders are not to be notched or out. Consult the Engineer regarding blockages due to floor framing members. * The duct system is to be balanced to produce the air flows shown in this dravnng. * All ducts are to be cleared of all construction debris prior to final completion. `Ducts are to be acoustically lined as noted. Outdoor Summer DB = 81 F Outdoor Summer WB = 71' F Outdoor Winter DB=10' F Indoor Coil Entering Cooling DB = 70° F Indoor Coil Entering Cooling WB = 56' F Indoor Relative Humidity =50% Boilers and Radiation Units The new boiler is to be selected based on the BTU/hour load requirements shown in on H3. The boiler is to be: -Fuel oil fired -Water -Minimum AFUE 85 °%efficiency * The oil lines are to be sized to meet the requirements of the building codes and the boiler manufacturer. ' The preexisting boiler is to be installed in the new cellar and connected to the new chimney. ' The boiler is to be installed in accordance with the manufacturers SpecNcations. The boiler and piping and radiating units are to be tested for leakage in accordance with the manufacture's instructions, * The boiler is to be piped and connected to the existing distribution lines in the existing areas of the building. * The boilers are to be piped and connected to the new fuel all supply tank and made operational. *Water supply and return lines are to be insulated with a minimum of 1- 4' foam or fiberglass insulation. ' The boiler and piping and radiating units are to be tested for leakage in accordance with the manufacture's instructions. * Furnish and installed in -floor, kick space, and fn tubed radiator units in accordance with H3 and the manufacturer's specifications. Domestic Hot Water * Indirect fired unit -119 gallon minimum capacity. * Connect the new hot water heater to new and existed hot water lines. Modify the existing water lines as necessary to meal the configuration of the new equipment *Insulate all exposed hot and cold water lines Wth a minimum of 1- �"foam orfiberglass insulafion, Plumbing * All heating piping is to be copper type M sized as shown on H3 • All domestic hot water heating and cold water supply piping is to be copper Type L sized as shown on H3. * All domestic hot water heating and cold water supply piping is to be soldered with lead free solder. * Floorjoists/girders are not to be notched to accommodate pipes. Holes required for pipes are to be drilled through joists/girders in accordance with the follovnng: - Holes should be no larger then 9 the depth of the joist or girder. - The holes should be no closer than 2 inches to the edge of the joist/glyder. Consult the Architect regarding blockages due to the floor framing members. Fuel Oil Tank * Install four new Roth Model DWT1000L or equivalent 275 gallon fuel oil tanks in the cellar. Total capacity 1100 gallons 6-3a..o j Plans are prepared by Condon Englnaenng, PC II is a violation of the New York Slate Ed than law, Aode 145, Sedley 72[e, for any person unless acting under the dlradlon of a licensed Pmfesslonal Engineer, Amhdeot or Lend aurvarror, loaner er7 tan In arN way, If an Ilam bearing the mal of an Engineer, Archllecl, or Land surveyor is allered, the sltaing Engloder, Archlted, a lard Surveyor shell all to the been hisrher seal and the notation -Altered by" followed by th" egnataeandttrodxe of such curators, ands speclficdescrlplionofthadlealen Living and Dining Room Heating Units Kitchen Heeling Units Library Healing Units Auto Air Vents - Typical \\\ Water Super Stor Circulation Pipes Il Model SSU-119-a"Type M Indirect Fired Hot Water Copper Heater Water Circulation Pipes -1Y4 " Type L Copps -� Check Valve Typical-- --- f f f f 1 � �, �4 Auto air eliminator #, #2 Mx.'C Mx,c Mx Plans are prepared by Condon Enginearing,PC ItisavldalionoflheNJewYork State Education Law, Amda 145, match 7209, for any pardon unlesde dirvg undar the directlon of a llowmad Pmfesslonal Engineer, Archlted, aland Surlvepr, to alter any Item In anyway. Ilan Item hearing the seal can Enginse,Ard:hill a Land Surveyor le altered, the atering Engineer, Amhiftat or Land Swvegyorstall affix to the Item hlerher seal and the notation'Altaed ty" followed by histo signature and the date ofsuch alterations, ands spaclfic&scmliondNlrealtsetlon Y4"-3_Way Mixing Valve — C HTypical Rubber bladder type Mx expansion tank. Drain valve PT relief valve Boiler Notes; Cold `Boiler Weil McLain Model WG05 Boller- I -B -R=184 MBH. Install adjacent to the chimney in the cellar. T—.t PressuNotes; reduci All pipes including the manifold are to be insulated with a valv minimum of 1-1/2 Inch thick insulation. H-1 - Beacon/Morris Floor Vector Model FV -5. Grilles are to be custom wood supplied by others, � ` Install boiler in accordance with manufacturer's iinstructions. OF NFW H-2-Beacon/Morris Twin Flolll ModeIK120 Check Valve H-3- Slant Fin Model 95-10 with 6340 Element- t Copper Fin Tube with 4 14" Al. Fins - with `Circulator pumps are Taco Model 009-F dampers Hot Water Boiler Piping - _. r 1 - Install In short sections along exterior well under window seat. Grilles in seat and base of Q ..051684 r2" window seal are to be supplied by others. See Architectural drawings for window seal details, pROFES510N0' 2 - Install unit under circular floor through face of drum. See Architectural drawings for details. 6-3o..og- 3 - Disconnect existing baseboard heating units in dining room and southern entry area and reconnect in series with heating units in living room. Reconnect heating loops between existing boiler and heating loops in other areas of the existing building. SCALE: 1/4" = V-0" Cnndlnn Enainperinn_ P - r"- .. Plans are prepared by Condon Enginearing,PC ItisavldalionoflheNJewYork State Education Law, Amda 145, match 7209, for any pardon unlesde dirvg undar the directlon of a llowmad Pmfesslonal Engineer, Archlted, aland Surlvepr, to alter any Item In anyway. Ilan Item hearing the seal can Enginse,Ard:hill a Land Surveyor le altered, the atering Engineer, Amhiftat or Land Swvegyorstall affix to the Item hlerher seal and the notation'Altaed ty" followed by histo signature and the date ofsuch alterations, ands spaclfic&scmliondNlrealtsetlon GENERAL NOTES CODES STRUCTURAL WOOD FRAMING I. BUILDING CODE OF NEW YORK STATE, 2002 EDITION ("BCNYS") / 4 1. UO.N, ALL JOISTS, HEADERS AND RAFTERS SHALL BE DOULCAS 2, FEDERAL EMERGENCY MANAGEMENT AGENCY "COASTAL FIR -LARCH OR SOUTHERN PINE, S4S, NO. 2 OR BETTER. CONSTRUCTION MANUAL" FEMA 55, NOVEMBER 2003 2, U.ON, ALL SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS 3 AMERICAN CONCRETE INSTITUTE ("ACI") "BUILDING CODE FIR -LARCH OR SOUTHERN PINE, S4S, N0, 1 OR BETTER. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-99. 3. UON, STUDS SHALL BE DOULGAS FIR -LARCH OR SOUTHERN PINE, 4 AMERICAN INSTITUTE OF STEEL CONSTRUCTION ("AISC") SEE, STUD GRADE OR BETTER. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE q TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR -LARCH OR STRESS DESIGN AND PLASTIC DESIGN", JUNE 1, 1989. SOUTHERN PINE, GAS, N0. 2 OR BETTER 5. NATIONAL FOREST PRODUCTS ASSOCIATION ("NFPA") "NATIONAL 5. SUBSTITUTION OF MULTIPLE -STUD POSTS FOR TIMBER POSTS (E.G. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 1986, TWO 2x4'S INSTEAD OF ONE 44) IS STRICTLY PROHIBITED. 6, MULTIPLE -SND POSTS SHALL BE SPIKED WITH (2)10d NAILS 12" O.C. GENERAL 7. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL INTERIOR 1, THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE BEARING WALLS. ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES EXIST, NOTIFY ENGINEER BEFORE PERFORMING WORK. 8 JOISTS AND BEAMS SHALL BE INSTALLED WITH THE NATURAL 2. NOTES AND TYPICAL DETAILS APPLY TO ALL WORK UNLESS CAMBER UP. OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, g, CROSS BRIDGING SHALL BE PROVIDED VIDEO AT 8'-0" OC, MAX FOR ALL PROVIDE DETAILS OF A SIMILAR NATURE AND VERIFY APPLICABILITY JOISTS WITH SPANS GREATER THAN BY SUBMITTING SHOP DRAWINGS FOR REVIEW 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE 10 SOLID BLOCKING SHALL BE PROVIDED AT MIDSPAN FOR ALL O, C. MAX, FOR CONDITIONS OF THE JOBSITE AT ALL TIMES, INCLUDING THE SAFETY RAFTERS WITH LENGTHS UP TO 16 FEET AND AT 8-O' OF PERSONS AND PROPERTY, THE PRESENCE OF THE ENGINEER LONGER LENGTHS, OR HIS REPRESENTATIVES AT THE JOBSITE SHALL NOT CONSTITUTE 11 U.O.N., SOLID BLOCKING SHALL BE PROVIDED AT MIOHEIGHT FOR ANY RESPONSIBILITY FOR JOBSITE SAFETY OR FOR THE ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS. CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. 4 SHORING, BRACING AND PROTECTION OF EXISTING STRUCTURE 12, FLOOR SHEATHING SHALL BE 3/4" APA (AMERICAN PLYWOOD DURING CONSTRUCTION IS THE SOLE REPONSIBILITY OF THE ASSOCIATION) 48/24 SPAN -RATED SHEATHING, TONGUE AND CONTRACTOR. ANY INFORMATION OR DETAILS PROVIDED HEREIN GROOVE, EXPOSURE I. GLUE AND NAIL SHEATHING WITH 10d ARE SUGGESTIONS ONLY COMMON NAILS AT 6" ALONG PANEL EDGES AND AT 12" IN THE FIELD BEARING FOR U.ON ON THESE DRAWINGS, 5, CHANGES OR DEVIATIONS FROM THESE DRAWINGS MUST BE --J SUBMITTED IN WRITING ON THE CONTRACTOR'S LETTERHEAD AND 13 ROOF SHEATHING SHALL BE 5/8" APA 40/20 SPAN -RATED ACCEPTED BY THE ENGINEER PRIOR TO THE START OF WORK SHEATHING, EXPOSURE I FASTEN PER DETAIL ON THESE DRAWINGS. 6 DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. 14 EXTERIOR WALL SHEATHING SHALL BE 5/8" C -D GRADE OR BETTER. 7. DETAILS HAVE BEEN PREPARED BASED UPON LIMITED KNOWLEDGE FASTEN PER DETAIL ON THESE DRAWINGS, OF EXISTING CONDITIONS DEVIATIONS FROM CONDITIONS INFERRED TO EXIST MAY OCCUR. NOTIFY ENGINEER PRIOR TO 15 BOLTS USED IN WOOD -FRAMING CONNECTIONS SHALL BE ASTM PERFORMING WORK IN ALL SUCH CASES A307 UNLESS OTHERWISE NOTED & THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND 16. "LVL" DENOTES 1-3/4" WIDE '1.9E MICROLLAM LVL' BEAM DIMENSIONS IN THE FIELD AND SHALL BE RESPONSIBLE FOR MANUFACTURED BY TRUE JOIST CORP. OF THE DEPTH INDICATED ACCURATE INSTALLATION ONLY FIELD -VERIFIED DIMENSIONS ARE "TJP DENOTES MANUFACTURED WOOD I -JOISTS BY TRUE JOIST TO BE USED FOR PREPARATION OF SHOP DRAWINGS. CORP OF THE SERIES AND DEPTH INDICATED, ALL MANUFACTURED LUMBER SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH 9 DEFICIENT WORN SHALL BE REPLACED OR REPAIRED, AS THE TRUE JOIST'S RECOMMENDATIONS DETERMINED BY THE ENGINEER, AT NO COST TO THE OWNER- 10, DO NOT CUT OR ALTER ANY EXISTING STRUCTURAL MEMBERS SPECIAL INSPECTIONS UNLESS SHOWN ON THESE DRAWINGS OR INSTRUCTED IN WRITING BY THE ENGINEER. 1 GENERAL: 11, SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR SPECIAL INSPECTIONS SHALL BE PROVIDED AS DESCRIBED BELOW WATER /DAMPROOFIN G DETAILS AND REQUIREMENTS. BY AN AGENCY APPROVED BY THE BUILDING DEPARTMENT PER BCNYS §1703,1 FOUNDATIONS THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF ALL TESTING 1. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL SOILWITH AND INSPECTION, AND SHALL FURNISH INSPECTION REPORTS TO A MINIMUM SAFE BEARING CAPACITY OF PSE IF ADEQUATE A THE BUILDING DEPARTMENT AND ENGINEER PER BCNYS $17041 2 THE DEPTH SHOWN ON THESE DRAWINGS, SOIL IS NOT FOUND NON REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN NOTIFY ENGINEER. B FOR ALL FOOTINGS SHALL CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS N SUBJECT TO INSPECTION IMMEDIATELY PRIOR TO PLACEMENT OF INSPECTION M SHALL BROUGHT TO THE IMMEDIATE CONCRETE. T ATTENTION OF THE CONTRACTOR FOR CORRECTION IF THE ATTENTION DISCREPANCIES ARE NOT CORRECTED, THE ES IE 2 SLAB ON GRADE SHALL BE PLACED ON SELECT GRANULAR FILL THE BUILDING SHALL BE BROUGHT THE ON OF THE BUILDING COMPACTED TO AT LEAST 95 PERCENT MAXIMUM MODIFIED DRY GI PRIOR COMPLETION OF THAT DEPARTMENT AND ENGINEER PRIOR NA DENSITY PER ASTM 01557. SEE TYPICAL DETAIL FOR ADDITIONAL IN PHASE OF THE WORK REPORTS OF INSPECTIONS DOCUMENTING INFORMATION. SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED PERIODICALLY AS REQUIRED BY THE 3 00 NOT UNDERMINE EXISTING FOOTINGS OR SLABS, BUILDING DEPARTMENT. 4. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A MINIMUM UNTIL FIRST FLOOR FRAMING AND FLOORING IS INSTALLED OF 24 HOURS OF ADVANCE NOTICE TO PERFORM SUCH INSPECTIONS. ANY WORK WHICH PROCEEDS WITHOUT REQUIRED 5. ALL FOOTINGS SHALL BE CENTERED ON COLUMN OR POST ABOVE, INSPECTION(S) SHALL BE AT THE SOLE RISK AND RESPONSIBILITY U.O.N. OF THE CONTRACTOR AND HE/SHE SHALL THEREBY HOLD HARMLESS AND INDEMNIFY THE OWNER, ARHITECT, ENGINEER, AND 6. PROVIDE WATERSTOPS IN ALL VERTICAL CONSTRUCTION JOINTS IN SPECIAL INSPECTOR FROM ANY LIABILITY RESULTING FROM SUCH FOUNDATION WALLS. WORK 2. STEEL CONSTRUCTION (BCNYS 61704.3 AND TABLE 17043): CAST -IN-PLACE CONCRETE - FIELD WELDING 1, ALL CONCRETE WORKS SHALL COMPLY WITH ACI 301 ASSEMBLY OF STEEL FRAME DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'% _ HIGH-STRENGTH BOLTING WORK SHALL ALSO CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF THE FOLLOWING ACI DOCUMENTS: 305R,3. CONCRETE CONSTRUCTION (BCNYS $1704.4 AND TABLE 1704.4): 305,1, 305R, 211.1, 211.2, 214, 304R, N4.2R, 304.5R, 309R, 308, 302,1R, SP -bb, 117, 347R. - REINFORCING STEEL 2. U.O.N., ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM - USE OF REQUIRED DESIGN MIX - SLUMP, AIR CONTENT AND TEMPERATURE 28 -DAY CONPRESSIVE STRENGTH OF 4,000 PSI AND A MAXIMUM - STRENGTH TESTS (CYLINDERS) WATER/CEMENT RATIO OF 0.50 BY WEIGHT. ALL CONCRETE - CONCRETE PLACEMENT EXPOSED TO EARTH OR WEATHER SHALL BE AIR ENTRAINED, - CURING 3. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING BCNYS $17047 q SOILS ( ) TO ASTM ADIS, GRADE 60, ALL WELDED WIRE FABRIC SHALL CONFORM TO THE STANDARDS OF ASTM POSE. SPECIAL INSPECTIONS SHALL BE PROVIDED FOR EXISTING SOIL 4. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION CONDITIONS, FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS n WHILE PLACING CONCRETE IF NECESSARY, ADDITIONAL BARS PER BCNYS §1704.7.1 THRU §1704.7.3 SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 5. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS ABBREVIATIONS USED ON DRAWINGS AS FOLLOWS U.O.N. I. U.ON DENOTES "UNLESS OTHERWISE NOTED". CONCRETE POURED AGAINST EARTH .. ............... ... .. 3' 2. VI F DENOTES "VERIFY IN FIELD" CONCRETE EXPOSED TO EARTH OR WEATHER ........ __...... '." "" 1-1/2' N . 3 (N) DENOTES "NEW". ,y6 OR LARGERR.......... ....................... 2 4. (E) DENOTES "EXISTING". CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 5. T.O. DENOTES "TOP OF". COLUMNS (TIES AND MAIN REINE) .1-1/2" SLABS, WALLS, JOISTS .......................... .....................3/4" 6. E0. DENOTES "FACE OF". BEAMS (STIRRUPS AND MAIN RENT.)........ ..................... 1/2" 7. E.w. DENOTES "EACH war". STRUCTURAL STEEL 8. EF DENOTES "EACH FACE" 1 ALL WORK SHALL CONFORM TO THE AISC "CODE OF STANDARD PRACTICE", MARCH 7, 2000, 9. T&B DENOTES "TOP AND BOTTOM" 2 OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER 10. CLE DENOTES CLEAR COVER FOR REINFORCING BARS. FABRICATION AND INSTALLATION PRIOR TO THE START OF WORK. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3, WIDEFLANGE SHAPES SHALL BE ASTM A992 GRADE 50 ANGLES, CHANNELS, AND PLATES SHALL BE ASTM A36, TUBES SHALL BE ASTM ABDO, GRADE B. PIPES SHALL BE ASTM A53, GRADE B. 4. BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325, BOLTS SHALL BE 3/4 INCHES IN DIAMETER, U O.N, 4. ALL WELDING ELECTRODES SHALL BE E70XX, FILLET WELDS SHALL BE 1/4 INCH, U 0 N. 5. ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO AWS CIA 6, SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION 7, CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. 8. MEMBERS MAY ONLY BE SPLICED WHERE SHOWN ON THESE DRAWINGS OR SPECIFICALLY DETAILED ON ACCEPTED SHOP DRAWINGS. I I I I I _J L _J �- F F2.0 - l Q �I d I OPENING ABOVE III 9- SERIES 110 > I WALL FOOTING TJI'S 0 16" O.C. (SEE SECT.) m 1X1 d I I I I OPENING I vLLI II ° ABOVE 4" O,D. STEEL 3 I I F2.0 POST (TYP.) _ ° 3 5-4 i I III S-4 SLOPE II J s 4 L o F2� / TO MATCH m 1„ EXISTING vl �9q SERIES 110 I I _ Flo TJI's o 16" O.C. L- ° ----- - r ------ I w ,� ° III I VV 3"0" STEEL �� - - ---------- _- - r POST (TYP,) EXISTING I BASEMENT / \ L F o r-, WALL 12" REINMF, CONCRETE I I FOUNDATION WALL (SEE I L JI I SECT.) F2.0 F2.o------- r-� - l-----_---I=CE )-------------I L -J I ° L J NEW 2.4 016" I a I WALL BEARING I 77717 NEW EXIST MASONRY SLA SLAB F---1 FIREPLACE---__-----I�r-_-_-----_ (SEE ARCH F- -1 L - J DWGS.) / Bea 4 = r _ f Z (2) LVL's L / POST(3)2x6 oL J r-_1 F I 2.0 I s" OD STEEL I Mo Int----------- I I I 8„ (TYP. r----- -- POST (TYP.) L -J UP I ) vv ---- / NEW 24%24%10" L------ ----J -' 4 ° I (2) LVCS 4' 0 S EEL FOOTING 1 4 J POST (TYP.) T.O. SLAB EIL. -T-Bg I --- J J �12" THICK IX NEW 26 F a /� 2x4 016" J FOOTING w/ L J JOISTS AS F2.0 REQUIRED OPEN ABOVE _ STUD WALL 2, O„ o #5®12" E. W, I I EXISTING / "° / -- - BASEMENT I / -- WALL - 9" SE5 0RIES �w ---1-1------ ------- -J 11, O TJI 16" O.C, v 4 -IFOOPT ---- ---------___-- -J L -I l a vlo PROVIDE POCKET \ IN CONC. AND 4" L - J ISLOEI I I \\ 4 \ ING OPEN ABOVE \ BEARING FOR IF2.0 TO MATCH P il� LVL's (TYPO EXISTING L - -_------A 7_7 AA - - I 9t„ SERIES 110 J o IL L-----_-_--- _-----J --, TJI'S 016 O.C. _�wo CMU ------ I PARTITION EXISTING w o FROST v 4"O,D, STEEL I WALL ? I I 4" SLAB ON GRADE I� POST (TYP.) I w/ WWF6x6-W1.4x' 4 r- I �WALL FOOTING a 9L" SERIES 110 V (SEE SECT.) 4 L F o TTS o 16" o c 2 12" REINF, CONCRETE 4 FOUNDATION WALL (SEE SECT.) I T.OT.O. SLA A 4 2 I I I s -a ° PROVIDE POCKET IN GONG. AND 4" BEARING FOR LVL'S j L---------- --- -- ----� I ----------------------------- _j FOLIN SCALE Y4=1'-( N P 1. SEE DWG. S-1 FOR GENERAL NOTES AND S-4 FOR TYP, DETAILS 2. F2.0 DENOTES 24"x24"x10-' FOOTING W/ 3#4 E.W. FLOOR FRAM ISSUED FOR FILING 22 -JUN -OS PEIXa6MARCHETTI A R C H I T E C T S L L P 19 WEST 21"ST *401 NY NY IDOI0 TEL212675-1555 PAX 212675-2255 RODNEY D. GIBBLE CONSULTING ENGINEERS 1123 Broadway I Suite 917 1 NY, NY 10010 Phone 212-989-2853 1 Fax 212-989-4017 W W W. P E I X A N D M A R C H E T T I. C O M MATTITZ.TCK Hallock Lane Mattituck, New York BASEMENT PLAN gF,OF NIP,, , J, �f5SIG1�;.. Reserved / 4 NE m � \ PROVIDE POCKET v I IN GONG. AND 4" 1 1 BEARING FOR --J d LVL'S (TYP ) r - 7 I I I I I _J L _J �- F F2.0 - l Q �I d I OPENING ABOVE III 9- SERIES 110 > I WALL FOOTING TJI'S 0 16" O.C. (SEE SECT.) m 1X1 d I I I I OPENING I vLLI II ° ABOVE 4" O,D. STEEL 3 I I F2.0 POST (TYP.) _ ° 3 5-4 i I III S-4 SLOPE II J s 4 L o F2� / TO MATCH m 1„ EXISTING vl �9q SERIES 110 I I _ Flo TJI's o 16" O.C. L- ° ----- - r ------ I w ,� ° III I VV 3"0" STEEL �� - - ---------- _- - r POST (TYP,) EXISTING I BASEMENT / \ L F o r-, WALL 12" REINMF, CONCRETE I I FOUNDATION WALL (SEE I L JI I SECT.) F2.0 F2.o------- r-� - l-----_---I=CE )-------------I L -J I ° L J NEW 2.4 016" I a I WALL BEARING I 77717 NEW EXIST MASONRY SLA SLAB F---1 FIREPLACE---__-----I�r-_-_-----_ (SEE ARCH F- -1 L - J DWGS.) / Bea 4 = r _ f Z (2) LVL's L / POST(3)2x6 oL J r-_1 F I 2.0 I s" OD STEEL I Mo Int----------- I I I 8„ (TYP. r----- -- POST (TYP.) L -J UP I ) vv ---- / NEW 24%24%10" L------ ----J -' 4 ° I (2) LVCS 4' 0 S EEL FOOTING 1 4 J POST (TYP.) T.O. SLAB EIL. -T-Bg I --- J J �12" THICK IX NEW 26 F a /� 2x4 016" J FOOTING w/ L J JOISTS AS F2.0 REQUIRED OPEN ABOVE _ STUD WALL 2, O„ o #5®12" E. W, I I EXISTING / "° / -- - BASEMENT I / -- WALL - 9" SE5 0RIES �w ---1-1------ ------- -J 11, O TJI 16" O.C, v 4 -IFOOPT ---- ---------___-- -J L -I l a vlo PROVIDE POCKET \ IN CONC. AND 4" L - J ISLOEI I I \\ 4 \ ING OPEN ABOVE \ BEARING FOR IF2.0 TO MATCH P il� LVL's (TYPO EXISTING L - -_------A 7_7 AA - - I 9t„ SERIES 110 J o IL L-----_-_--- _-----J --, TJI'S 016 O.C. _�wo CMU ------ I PARTITION EXISTING w o FROST v 4"O,D, STEEL I WALL ? I I 4" SLAB ON GRADE I� POST (TYP.) I w/ WWF6x6-W1.4x' 4 r- I �WALL FOOTING a 9L" SERIES 110 V (SEE SECT.) 4 L F o TTS o 16" o c 2 12" REINF, CONCRETE 4 FOUNDATION WALL (SEE SECT.) I T.OT.O. SLA A 4 2 I I I s -a ° PROVIDE POCKET IN GONG. AND 4" BEARING FOR LVL'S j L---------- --- -- ----� I ----------------------------- _j FOLIN SCALE Y4=1'-( N P 1. SEE DWG. S-1 FOR GENERAL NOTES AND S-4 FOR TYP, DETAILS 2. F2.0 DENOTES 24"x24"x10-' FOOTING W/ 3#4 E.W. FLOOR FRAM ISSUED FOR FILING 22 -JUN -OS PEIXa6MARCHETTI A R C H I T E C T S L L P 19 WEST 21"ST *401 NY NY IDOI0 TEL212675-1555 PAX 212675-2255 RODNEY D. GIBBLE CONSULTING ENGINEERS 1123 Broadway I Suite 917 1 NY, NY 10010 Phone 212-989-2853 1 Fax 212-989-4017 W W W. P E I X A N D M A R C H E T T I. C O M MATTITZ.TCK Hallock Lane Mattituck, New York BASEMENT PLAN gF,OF NIP,, , J, �f5SIG1�;.. Reserved C r E a S-5 9 S-5 (3)2x6 POST (SEE ROOF - PLAN) RAFTER (SEE ROOF PLAN) E (3)2x8 (TYP.) 11 S-5 LVL'S PROVIDE 3" PLY 4 PROVIDE y" PLY 3x6 POST w/ BLOCKING ABOVE AND BELOW EACH WINDOW (TYP.) 5 S-5 (3)2x6 WOOD POST (TYP., U.0 N.) BOTH SIDES OF BOTH SIDES OFA— \ STUDS STUDS / 44 \ S 5 x WOOD \ / n I POST \ *EL IN FIRST FL / J O w \ / m \ � (4)2x6 POST `" � \ / (3)2x6 WOOD OPEC _ rE7-:--- POST UO N.)TYP., / \ 5-5 TYP / \ STEP IN v �— FLOOR / \ UI U / \ W / I NEW (3)2x6 / 7 6 \ 1 POST UNDER 5-5 / 4x4WOOD POSTRAFTER\SEE S-5 I EXIST. RIDGE ROOF PLAN — -- (2)714" LVL'SIMM 714" LVL'S EXIST, RIDGE tj��21 BEAM ABOVE m N m N N I RAFTER (SEE ROOF PLAN) i / I (2) 1114" LVL'S x x /CANT 2x6@16" o�N cv N SIMPSO� SIMPSOfN a ALU 526' LUS26-2' OPEN ABOVE \ �� ao (TYP.) I (TYPO Ino � (3) 11 )," LVL'S n F rl / `\ V 6@16" I \ B) '2"0 THRU \ 5 7 \ SHE (TYP.) �Ia OP N A OVE sic 2x`@16" V lolly,• LVL'�r 5 Iv N ® N vl N SIM A 2x6@1C SIMPSON 'HUS412' (TYP.) 2x6@16" 2x'6@1 6:' STOP. WALL 1 5-5 fX 0 m N SIM I (3)2x6 WOOD POST (TYP U ON) EXISTING HOUSE FIN FLOOR EL. -0'-6" t El El FLOOR PLAN w/ LIBRARY FRAMING NOTES: 1 SEE DWG. S-1 FOR GENERAL NOTES AND S-4 FOR TYP. DETAILS 2, U O.N., DIMENSIONS ON THIS PLAN ARE TO FACE OF STUDS ISSUED FOR FILING 22 -JUN -05 PEIX&.MARCHETTI ARCHITECTS L LP 19 WPIT 2'IT ST 9901 NY NY'"'O TEL 212 675 -15 55 FAX 2126]5-22II RODNEY D. GIBBLE CONSULTING ENGINEERS 1123 Broadway I Suite 917 1 NY, NY 10010 Phone 212-989-2853 1 Fax 212-989-4017 WWW. PEIXAND MARC H E T T I. C O M MATTITLTCK JUNE 22, 2005 Hallock Lane Mattituck, New York FIRST FLOOR PLAN S-2 6 . S ff , r t rW 632' SSION�� COPYRIGHT02004 PEIX & MARCHETTI ARCHITECTS I.I.P. All Regrved. I F.O. BLDG BELOW a S-5 m in nn s, r (3)2x8 / ll U\ S (TYP.) J _) / ®�Y� @ OI \ 4x4 POST ON I � TOP OF LVL'S X ¢ II \ � OVERBUILD I 4 I II yA AII_ I �- LC JOISTS JOISTS_____ (22x12 @16" w — — — —(2)2x1 x2 @i 6° y RAFTER a l RAFTER a J< I X �o I�3 A a J A 2x6 STUD S-5 WALL BELOW (2) LVL'S (SEE LIBRARY FRAMING I I �2J2\ +2 I I bio I eFyy R (2)2x12 \ _2 POST BELOW 6\I o �9 2)2x12 �S 2x8®l6" OVERBUILD (2)2x12 F- � w (2)114" LVL'S r � W N I W W 2x12@16" N I 14 N 5-5 RAFTERS N SIM. I v I�I I I Q/ a N d' — — — (2) LVL'S (SEE LIBRARY / FRAMING NG/ �L* S-5 I II it 2x1-2 07.6" RAFTERS II I II II II 2x6 STUD WALL BEL 0OW II w II X 2x12@16" N RAFTERS II II I \ II NJ4 \ II N K II REPLACE EXIST, RAFTERS AS NEEDED EXIST RIDGE . . .r BEAM 1/L — -4 — NEW (3)2x6 POST BELOW REPLACE EXIST RAFTERS AS NEEDED F.0 BLDG BELOW EXISTING ROOF ROOF FRAMING PLAN SCALP. Y4=1'-0" NOTE : 1. SEE DWG. S-1 FOR GENERAL NOTES AND S-4 FOR TYP. DETAILS L 7 ISSUED FOR FILING 22 -JUN -O5 PEIX&MARCHETTI A R C H I T E C T S L L P IIWnST21^ST 4401 NY NY 10010 'f YL212675-1555 FAX212675 2255 RODNEY D. GIBBLE CONSULTING ENGINEERS 1123 Broadway I Suite 917 1 NY, NY 10010 Phone 212-989-2853 1 Fax 212-989-4017 WWW. PEIXAND M A R C H E T T I. C OM MATTITZTCK Hallock Lane Mattituck, New York ROOF FRAMING PLAN 2004 PEI% & S-3 Rmrved AILING SCHEDULE PER BUILDING CODE OF NEW YORK STATE, 2002 EDITION ("BCNYS") LIVE LOADS REF: BCNYS SECTION 1607 TION FASTENING BCNYS TABLE 16621 LOCATION REF: BCNYS AND ASCE 7-98 SECTION 7 O SILL OR GIRDER 3 - ad COMMON BCNYS FIGURE 16061 TOENAIL Is = 10 G TO JOIST 2 — Ed COMMON TOENAIL EACH END LATE i0 JOIST CKING LATE TO JOIST OR ING AT BRACED WALL PANEL 95-16dCOMMON 16d COMMON 6 16" O.C. 3 — 16d 6 16' O.C. TYPICAL FACE BRACED WALL NAIL PANELS LATE TO STUD 2 —ifid COMMON TOE NAIL TO SOLE PLATE 4 —Bd COMMON OR 2 —I6d COMMON Cl = LO TOE NAIL END NAIL FLAT ROOF SNOW LOAD E OR TRIPLE STUDS 2 —Ifitl 6 I2" CC. WIND LOADS FACE NAIL BASIC WIND SPEED (3 sec gust) E TDP PLATES 15d 616" OC. 5 — ifid COMMON TYPICAL FACE LAP SPLICES NAIL BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 — ad COMMON BLOC CATEGORY I TOENAIL D RIM JOIST TO TOP PLATE 6tl 6 fi" O.0 TOENAIL INTERNAL PRESSURE COEFFICIENT TOP PLATES, LAPS AND INTERSECTIONS 2 — I6d COMMON FACE NAIL CONTINUOUS HEADER, TWO PIECES Ifitl COMMON 6 16" 0 C ASCE 7 TABLE 6-3A ALONG EDGES ROOFS: CEILING JUSTS TO PLATE 3 —fid COMMON ±26 psf-field TOENAIL CONTINUOUS HEADER TO STUD M1 — Btl COMMON TOENAIL CEILING JOISTS, LAPS OVER LOADBEARING PARTITIONS 4 — 16d COMMON SEISMIC USE GROUP FACENAIL BCNYS SECTION 16162 CEILING JOISTS TO PARALLEL RAFTERS 4 — 16d COMMON BCNYS TABLE 1604.5 BLDG CATEGORY FACENAIL S4: = 0 258 g RAFTER TO PLATE 3 — ad COMMON S", = 0 078 g TOENAIL SITE CLASS (SOIL) BUILT UP CORNER STUDS 2 — 10d COMMON SEISMIC DESIGN CATEGORY 24" O.C. BCNYS TABLES 1616.3 (1)&(2) BUILT UP GIRDER AND BEAMS SEE DETAILS ON THESE DRAWINGS — SHEAR WALLS COLLAR TIE TO RAFTER 3 —iOd COMMON R = 6,2 FACE NAIL DESIGN BASE SHEAR JACK RAFTER TO HIP 4 —10d COMMON ANALYSIS PROCEDURE TOE NAIL BCNYS TABLE 161663 ROOF RAFTER TO 2. RIDGE BEAM 4 — 16d COMMON TOE NAIL JOIST TO RIM JOIST 3 — ifid COMMON FACE NAIL LEDGER STRIP 3 — 16d COMMON FACE NAIL FLOOR SHEATHING SEE DETAIL ON THESE DRAWINGS — E%TII CR WALL SHEATHING SEE DETAIL ON THESE DRAWINGS — ROOF SHEATHING SEE DETAIL ON THESE DRAWINGS STRUCTURAL DESIGN CRITERIA PER BUILDING CODE OF NEW YORK STATE, 2002 EDITION ("BCNYS") LIVE LOADS REF: BCNYS SECTION 1607 DWELLING AREAS 40 Oaf BCNYS TABLE 16621 SNOW LOADS REF: BCNYS AND ASCE 7-98 SECTION 7 GROUND SNOW LOAD Pg = 45 psf BCNYS FIGURE 16061 Is = 10 TBLE BLDGSCATEGORY 04.5 IMPORTANCE FACTOR EXPOSURE FACTOR Ce = 0.9 BCNrs TABLE I6De 31� ASCE 7 TABLE 7-2 mu.,. uv Evo� BC TABLE 15083.2 / THERMAL FACTOR Cl = LO ASCE 7 TABLE 7-3 FLAT ROOF SNOW LOAD Pf = 29 psf ASCE 7 ED 7-1 WIND LOADS REF: BCNYS 2003 AND ASCE 7-98 SECTION 6 BASIC WIND SPEED (3 sec gust) 120 mph BCNYS FIGURE 1609 BCNYS TABLE I6045 IMPORTANCE FACTOR IW = 1 0 BLOC CATEGORY I D BCNYS SECTION 1609.4 EXPOSURE CATEGORY ASCE 7 SECTION 6.5.6.1 INTERNAL PRESSURE COEFFICIENT GCPIN 0.18 ASCE 7 TABLE 6-7 COMPONENTS AND CLADDING WALLS: ±35 psf ASCE 7 TABLE 6-3A DESIGN PRESSURES ROOFS: ±26 psf-field ±44 psf-edges ±66 psf-corners EARTHQUAKE LOADS REF, BCNYS 2003 SECTIONS 1613 THRU 1617 SEISMIC USE GROUP I BCNYS SECTION 16162 IMPORTANCE FACTOR le = 7.00 BCNYS TABLE 1604.5 BLDG CATEGORY SPECTRAL RESPONSE COEFFICIENTS S4: = 0 258 g BCNYS EB 15-18 S", = 0 078 g BCNYS EG 16-19 SITE CLASS (SOIL) E BCNYS TABLE 161511 SEISMIC DESIGN CATEGORY B BCNYS TABLES 1616.3 (1)&(2) WOOD PANEL BASIC SEISMIC -FORCE SHEAR WALLS BCNYS TABLE 16176 RESISTING SYSTEM R = 6,2 DESIGN BASE SHEAR V = 0.040W BCNYS E0 16-49 ANALYSIS PROCEDURE SIMPLIFIED BCNYS TABLE 161663 LVL'S 3• (SEE A" PLY--\ PLAN) TJI JOISTS (SEE PLAN) SIMPSON 'IUS1 81/9.5' NEW SLAB ON GRADE - (SEE PLAN) E SEEL POST (SEE PLAN) �B" PLY 2x6@16'=\ V-4" (N.T S) WOOD POST USE DETAIL 'A' (SEE PLAN) — @POSTS EXTEND DOWN O PLATE SIMPSON %CCC' \ SERIES#�AP \\ SIMPGALVSON Jy / C520' @ CONT. 216 ,C ( EA. STUD FLOOR JOISTS P/T PEA�E 5" 7" I WHERE SHOWN IN B"0 x12" PLAN CONT. 2x6 5�� #5@14" \ °' / / BOLTS P/T PLATE @32" O.C. ~ -f/ #5@12" e• ' d 1" PRE - MOLDED DETAIL 'A' JOINT 4 #4@121 APPLIES o POSTS � FILLER ' .'4 1, 02" CONT. KEY —X —X X—iC—x�X W/ BENTONITE a ° WATER STOP i. ": 4 #4048" 14 2#5 le e" PLYWOOD STAGGER END JOINTS FASTEN EDGES PER SCHEDULE SECTIONI a NAMNG WNEDUIE mm +r14 ►/a:4 WFesa iw [z}•. ur uq UNDISTURBED NATURAL SOIL WOOD STUDS OR POSTS B" PLYWOOD PROVIDE 2x8 BLOCKING UNDER STAGGER END ALL END JOINTS JOINTS IX[WNN4 ALL M[WJ RdIS EWI IF XOI AT.iuFL E4¢ TYP. DET. OF PLYWOOD SHEATHING FOR EXTERIOR WALLS NO SCALE 0 I 6 MAX. 12 TYPICAL SLOPED WALL FOOTING DETAIL WWF @ MID -DEPTH (SEE PLAN)„ LAP ONE FULL MESH PLUS 2" d %-%-X-X—%—S'—X ° X�+%a a X El: o sw! 0 0 O 0 00o 0 .0 0 VAPOR - BARRIER �--COMPACTED SOIL TYPICAL SLAB ON GRADE DETAIL NO SCALE FASTEN EDGES PER SCHEDULE HALING WHEDUIE •emA +xG vwp 4, n'. yr'A1 e" PLY SIMPSO 'HTT22' F x16" ANCHOR BOLT WOOD JOISTS OR RAFTERS B" PLY 2x6@16�\ (1)2x4 SQUASH (2)2x6 BLOCK @ EA. JOIST, PLATE (3)2x4 SQUASH BLOCK @ EA, 4x4 y" PLY POST \ / SL RIM / � BOARD � USE DETAIL 'A' - @POSTS 1 � I GALV. -- SIMPSON CS20' @ CONT. 2x6X ,� // EA. STUD 5N TJI JOISTS P/T PLATE 5" �" (SEE PLAN) s"O x12" BOLTS @32" 0 C. #5@12" 3#6 @6" #5@14" • CONT, ADD'L 1" PREMOLDED ° JOINT FILLER I NEW SLAB #4@12 'ML ON GRADE (SEE PLAN) ;o 12x31" CONT. KEY W/ BENTONITE ° WATER STOP 1 00 00 0 0 o`2f ° 14@48" 'L -III- Th - UNDISTURBED n- -0 v mO UNDISTURBED _ NATURAL SOIL ALL END JOINTS SECTION r2 y" PLYWOOD WOOD JOISTS II STAGGER END PROVIDE 2xB JOINTSII II II BLOCKING UNDER ALL END JOINTS Ll FASTEN FIELD PER SCHEDULE FASTEN EDGES PER SCHEDULE NOTE: ALL JOISTS AND BLOCKING SHALL RECEIVE A CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE ('LIQUID NAILS' OR EQUAL) IMMEDIATELY BEFORE INSTALLATION OF PLY, WALING GCHEDDLE sa-, xAza vuN L nIur w.1 TYP. DET. OF PLYWOOD ROOF SHEATHING TYP. DETAIL OF PLYWOOD FLOORING NO SCALE NO SCALE AF K NOTE: CORNER BARS TO MATCH SIZE AND SPACING OF HORIZ. BARS IN WALLS, OUTSIDE CORNERS INTERSECTING WALLS INSIDE CORNERS TYPICAL REINFORCING DETAIL AT FOUNDATION WALL CORNERS VAPID BARR STONE 3" PL TJI JOIST (SEE PLAN) DROPPED LVL'S - (SEE PLAN) STEEL POST (SEE PLAN) 1"NON- GROUT LSE BLOCKING NAIL EA. TJI TO _ LVL'S w/ (4)8d BOX NAILS EA, SIDE SIMPSON 'LCC' SERIES CAP RATE g" P (2)e 0 o le De D ANCHOR BOLTS 4D 1' e o ♦ 0 I4 I • D � r �Z A -�FTFIT mem �-9-I- �E-TL-SIH =illmip--T T-IriIDIT-U [t UNDISTURBED NATURAL a 3"CLR' SEE PLAN SOIL SECTION S-4 SPIKE LVL'S AND WOOD - JOISTS TOGETHER W/ (2 NEW SLAB ON GRADE (SEE PLAN) SEE PLAN FOR REINF. BARS ROWS) 16d NAILS @ 12" NEW LVL'S O,C, AS SHOWN (SEE PLAN) SPIKE LVCS TOGETHER W/ (3 ROWS) ifid NAILS @ 12" O.0 AS SHOWN OR 2 ROWS 2"0 THRILL BOLTS AT 12" 0 C NEW LVL'S (SEE PLAN) (2) TIMBER (2) LVUS (3) LVUS TYP. GIRDER AND HEADER SPIKING DETAIL NO SCALE 6SEE 6" \� BACKFILL tU BACKFILL PLAN TYPICAL SLAB DETAIL UNDER INTERIOR NON-BEARING CMU PARTITION ISSUED FOR FILING 22 -JUN -O5 PEIX&MARCHETTI A R C H IT E C T S L L P 19 V2ST 21" ST U 401 NY N 10010 TEL212675 1555 FA%212675-2255 RODNEY D. GIBBLE CONSULTING ENGINEERS 1123 Broadway I Suite 917 1 NY, NY 10010 Phone 212-989-2853 1 Fax 212-989-4017 W W W P E I X A N D M A R C H E T T I. C O M MATTITZJClc_ Hallock Lane Mattituck, New York JUNE 22, 2005 4U44 SECTIONS AND DETAILS Y D.F.;'` 4 -ri /(I S-4 � d1 �/ P 0.r-' , FESSIOti*'". LLP. Rnarwtl. EL. 12'-4 Z" T.D. JOISTS (t)<xv �JLL 'LUS26' PLAN) SECTION 7 1"=1,_0.' S_5 CONT. 2xl O'S 2X8'S J (SEE PLAN) 2x12'5 (SEE PLAN) SECTION ,4 1"=1'-0" S-5 EL. 14'-0" 2x12 CEILING JOISTS (SEE PLAN) SIMPSON 'H8' SIMPSON 'H8' SIMPSON SIMPSON SIMPSON 'H8' SIMPSON @ EA. RAFTER @ EA. RAFTER 'HGA10' @ EA. @ EA. RAFTER 'HGA10' @ RAFTER EA. A' E EA. RAFTER RAFTER EA. RAFTER (2) 2x6 PLATE (2) 2x6 PLATE (2) 2x6 PLATE t 2x6 w/ (4) t 2x6 @16" 2x6 w/ (4) t t 2x6 916" 2x0 THRU4 t SIMPSON + 3"0 THRU / U + SIMPSON 'H8' �„ a EA. HGA10' @ EA. BOLTSHEA. RU li BNDTS EA.2x6 BLOCKING @ EA. RAFTER BOLTS EA. RAFTER END 2x6 BLOCKING END � 2x6 BLOCKING 2x6 (2) 2x4 PLATE (2)2x6 2x6 6 PLATE SIMPSON SIMPSON 'LUS26' (6)16d NAILS INTO 4x4 POST 6 16d NAILS i (6)16d NAILS EL. 12'-42 @16 (SEE PLAN) H 'LU 526' O EL. 12'-4g" = INTO STUD a + STUD 4x4 EL. 12'-42" — INTO STUD + + T.O. JOISTS ,r + + + + o. JOISTS + + + + o. JOISTS s + + + + + + + + + + + + + + 2x6 JACK STUD + t + + (2)2x4 BLOCKING 2xfi JACK STUD + + w/ (4)10d NAILS + + w/ (4)10d NAILS + + — — _ _ _ _ — — — _ — _ — — — — — — (SE SIMPSON 'HU24-2' VL'S EL 12'-4g" 4 (SEEPLAN)H„ CONT. 2x6 11 y" LVL'S CONT z" PLY 111" LVL'S 1 PLAN) T.O. JOISTS 117 LVL'S / PLATE BEYOND (SEE PLAN) 1,4 LVL'S S (SEE PLAN) 111 LVL'S ---/// EL. 10'-1" BEYOND ++j2x4 JACK STUD BEYOND EL 10'-1" LVL'S HER LVL'S (SEE DO N14T CUT 2X6@16" FOR LVL'S (SEE PLAN) PLAN) RIBBON INTO STUDS (2)2x6 (SEE PLAN) SECTION 3 SECTION 2 SECTION SECTION S_5 111=11_01 g_5 RAFTER RAFTER 4x4'S 2x4 (SEE SIMPSON 'CS20' BLOCKING PLAN) ,x BLOCKING x30" LONG @ EL. 12'-41" SIMPSON EA, RAFTER 2 'HGA10' @ EA. 2x RIDGE 2x12 RAFTERS SIMPSON T.O. JOISTS RAFTER NAILER (SEE PLAN) @ EA. RAFTER SIMPSON 'H8' SIMPSON LVL'S PER SIMPSON 'CS20' @ EA. RAFTER 'ITGA10' @ EA, I• (SEE PLAN) CANT. 4x4 @ EA. RAFTER 2x PLATE RAFTER I•, EL 11'-5" SIMPSON STRAP 7 EL. 11'-5" SIMPSON 'CS20' 2x12 RAFTERS � 'ST6224'EA. SIDE (2)g'0 THRU SIMPSON (SEE PLAN) STRAPS 30" IP, BOLTS EA. SIDE 'HU610(MA%)' LONG (BEND @ CONT, z PLY '�. MIDDLE) ' POST (SEE PLAN) 7!T" LVL'S 11 EVL'S EL. 10'-7° (3)2x8 SIMPSON 'H8' (SEE PLAN) (SEE PLAN) CLG, JOISTS (SEE @ EA. POST LVL'S (SEE PLAN) PLAN) (SEE PLAN) 3x6 POST (SEE PLA")SECTION „ SECTION 5 SECTION 4 SECTION 13 SECTION 12 1„=1,-0” S-5 .1"=1'-0" S -5,"=1'-0"—,"=1'-0"i " " ,=1'-0 5-5 PEIXa. MARCHETTI A R C H I T E C T S L L P BOLTS 2x12 RAFTERS (SEE PLAN) EL. 14'-0" 202 CEILING JOISTS (SEE PLAN) BOLTS 202 RAFTERS (SEE PLAN) EL. 14'-0" 2x12 CEILING JOISTS (SEE PLAN) BOLTS SIMPSON 'HB' SIMPSON SIMPSON 'H8' ,\ SIMPSON 'H8'J'HGA10' SIMPSON @ EA. RAFTER 'HGA10' @ EA, @ EA. RAFTER v @ EA. RAFTERRAFTER L. 11'-5" EL. 11'-5" RAFTER EL. 11'-5" CONT. 2" PLY CONT, Z" PLY � 0'-7"LVCS (SEE 2x6@16" PLAN) EVIL'S (SEE PLAN) SECTION ,D SECTION 9 SECTION 8 2 RAFTERS E PLAN) 'HGA10' @ EA. RAFTER EL. 10'-7" ISSUED FOR FILING 22—JUN—D5 19 WEST 21•' 9T 11401NY NY 10010 TEL 2126]5-1555 FAX 2126]5-2255 RODNEY D. GIBBLE CONSULTING ENGINEERS 1123 Broadway I Suite 917 1 NY, NY 10010 Phone 212-989-2853 1 Fax 212-989-4017 MATTITL Hallock Lane Mattituck, New York JUNE 22, 2005 SECTIONS AND DETAILS Wf. 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TREE 0 107_17 __ 7 I NEW y ADDITION {Ill 600 sqft KITCHEN 'o Q 1 106.96 ,- 6LOCK ALL \ ` 24" DIA TREE 0---'�� EXISTING STRUCTURE TO REMAIN 1 APPROXIMATE — LOCATION OF SANITARY SYSTEM 107.07 , ` w PORCH \ MAIN HOUS \ \ I I + 111.38 111.98 06 + 107.83 PIJOBS\HALLf_TCK I ANF\FTI TNG SFT R1.n F.\HAI STTF PI AN m n� m.n \ TOWN OF:SOUTHOLD \ LOT: 4.1 \ BLOCK: 01 SECTION: 112 \ DISTRICT: 1000 \ \ OVERALL HEIGHT: 25'-7" \ OCCUPANCY: R-3 \ CONSTRUCTION TYPE: V \ \ 0 'O 18" DIA C 4' 8' \16' SCALE: 1/8" = 1'-0" \ 7.90 \� 108.23+ \ \ \ +110.59 LEGEND ®EXISTING STRUCTURE TO REMAIN -.�M--J NEW PORCH PROPOSED CONSTRUCTION DINCREASE IN PLAN AREA SINCE FILING DATE: 28.SEP.05 PEIX & MARCHETTI ARCHITECT S LLP 19 WEST 21'T ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 I W W W. P E I X A N D M A R C H E T T I. C O M I 110 ----� , O 30' DIA. TREE 36" DIA. TR E + 7.56 FFJ 2005 PEI% h MARCHETTI ARCHITECTS LLP. NI Rlghte R ... ry d. 2 X 6 STUD WALL (TVP.) 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TR E O + 02.45 \ + 5.73 7.56 `N wood o ,\ gReroR � P JDBS\H \ DRAWING INDEX H -S SITE PLAN H-1 DEMOLITION PLAN 8 BASEMENT PLAN H-2 FIRST FLOOR ARCHITECTURAL PLAN H-4 ROOF PLAN H-5 EXTERIOR ELEVATIONS H-6 BUILDING SECTION + INTERIOR ELEVATION H-7 WALL SECTION TOWN OF: SOUTHOLD LOT: 4.1 BLOCK: 01 SECTION: 112 DISTRICT: 1000 OVERALL HEIGHT: 25'-7" OCCUPANCY: R-3 CONSTRUCTION TYPE: V LEGEND ®EXISTING STRUCTURE TO REMAIN ARCHITECT PROPOSED CONSTRUCTION PEIX& MARCHETTI ARCHITECT S LLP 19 WEST 21'* ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M HALLOCK LANE SEPT. 28, 2005 Hallock Lane Mattituck, New York FILING SET SITE PLAN H -S EXISTING BAY A EXISTING LIVING ROOM B TO CABINETRY TO BE SALVAGED& REUSED OLD KITCHEN C O 13 b P-1 DEMOLITION PLAN H-1 SCALE: 1/4" = T-0" IWALL LEGEND r -----_T EXISTING CONSTRUCTION TO BE REMOVED L____ -_J I� EXISTING WALLS TO REMAIN rr / / I i I II I I � CRAWL SPACE / EXISTING CONCRETE BLOCK FOUNDATION WALL TO REMAIN F6— '-11" ROOM BEDROOM D E �I — J NEW - -i F--CHIMNEYI I _______________ I II 4" THICK REINF. CONIC, SLABBASEMENT FLOOR. EXISTING PORTION OF COMPACT SOIL BELOW HOUSE &ITS I SLAB AS REDUIRED FOUNDATION TO REMAIN L — — — FOR SLAB STABILITY CONIC. FOOTING FOR CRAWL SPACE ENTRY PAD {, m I W" W REINF. CONC- RETE FDN. WALL EXISTING BEDROOM L— _— - ——— — �: 33'-1133/' NEW BASEMENT STAIRS TO BE POURED CONCRETE WITH WOODEN TREADS 0 EXIST. CHIMNEY -- _j I I I II I I I --J EXISTING BASEMENT PLAN & NEW FOUNDATION SCALE: 1/4" = 1'-0" 7,-T, 5 o TOP OF EXISTING BASEMENT SLAB EL (-) 7'-2112" PIJOBS\HALLOCK LANE\BASEMENT & DEMO PLF PEIX& MARCHETTI ARCHITECT S LLP 19 WEST 2 h ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M HALLOCK LANE 1r-2^ � EXISTING DINING EXISTING MASTER SEPT. 28, 2005 Hallock Lane Mattituck, New York FILING SET DEMOLITION PLAN BASEMENT PLAN �k It Ela AYy �. �- 13Gt.AS � o13Si'A c�/ PEIX & MARCHET11 ARCHITECTS LLP, All LEGEND �1 NEEW CONSTRUCTION - 2 X B STUD WALL WITH 3" STONE �J VIENEER = NEEWINTERIOR PARTITION -2 X4 STUD WALL WJ/B/S" THICK GWS ON BOTH SIDES EXISTING CONSTRUCTION TO REMAIN PJOBS\HALLOCK LANE\DRAWINGS\ARCH PU PEIX& MARCHETTI ARCHITECTS LLP 19 WEST 21" ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW, PEI X A N D M ARCH ETT I, C O M HALLOCK LANE Hallock Lane Mattituck, New York FILING SET ARCHITECTURAL PLAN SEPT. 28, 2005 All DASHED LINE INDICATES EXT, FACE OF WALL BELOW PIJOBS\HALLOCK LANE\DRAWIN PEIX & MARCHETTI ARCHI T E C T S LLP 19 WEST 21'• ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW. PEIXAND MARCHETTI . COM HALLOCK LANE SEPT. 28 2005 Hallock Lane Mattituck, New York sil FILING SET ROOF PLAN H-4 CEDAR SHINGLES EXISTING STRUCTURE TO REMAIN E-1 WEST ELEVATION H-4 SCALE: 1/4" = V-0" WASCO PYRAMID SKYLIGHT. DOUBLE GLAZED/THERMAL GLASS. FOLLOW MANUFACTURER'S SPECS FOR PROPER INSTALLATION DETAILS AND DIMENSIONAL OP ROOF OOF EL. 23'F F _ t9 N Z BREAK B/W ROOF PITCHES _ p EL. 10'-9112" KITCHEN ROOF EAVE L. 8'-3" - - PAINTEO WOOD UNDER EAVE TRIM. W TRACK STONE VENEERI TIMBER LINTEL (TYPICAL) L.C. COPPER FLUTED DOWNSPOUT. STONE SILL TO MATCH WALL (TYPICAL) FINISH FLOOR EL. 0'-0" NEW STUCCO CHIMNEY ■ -mm■■ ■■ romim 121 i ■■ ■■ L_— J--J PROVIDE CONC. FOOTING FOR STOOP. il NEW CONSTRUCTION 6 E-3 SOUTH ELEVATION H-4 SCALE: 1/4" = V-0" EXTEND EXIST, BRICK $ CLAD IN STUCCO L.C. COPPER ROOF AT BARREL-VAULTED DORMER El CURVED STANDING SEAM L.0 KITCHEN ROOF EAVE EL. 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MATCH WALL -1555 FAX (TYPICAL) 675-2255 WOOD STOOP FINISH FLOOR EL. 0'-0" T THICK STONE VENEER TIED TO STUD WALL BEHIND NEW CEDAR - -ROOF SHINGLES GLASS ENTRY PAVILLION NEW CEDAR - ROOF SHINGLES EXISTING STRUCTURE TO REMAIN EXTEND EXIST. BRICK 6 CLAD IN STUCCO NEW STUCCO CHIMNEY EXISTING 7UCTURE TO REMAIN E -z NORTH ELEVATION H-4 SCALE: 1/4" = V-0" EXISTING TOWER TO BE CLAD IN STONE VENEER _TOP OF ROOF_ ,y EL. 23-7 112" _ BRE AK BIW ROOF PITCHES EL. 10'-9 1T2"_0 P JOBS\HALLOCK LANE\DRAWINGS\HAL_ELEVATIOP PEIX KITCHEN ROOF EAVE EL. 8'-3'4_PAINTED WOOD MARCHETTI ARCHITECT S LLP 19 WEST 21" ST #401 NY NY 10010 UNDER EAVE TRIM. 212 675 -1555 FAX 212 675-2255 TIMBER LINTEL (TYPICAL) L.C. COPPER FLUTED a DOWNSPOUT, (TYR) STONE SILL TO MATCH WALL (TYPICAL) FINISH FLOO EL. 0'-0' P JOBS\HALLOCK LANE\DRAWINGS\HAL_ELEVATIOP PEIX & MARCHETTI ARCHITECT S LLP 19 WEST 21" ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 W W W. P E I X A N D M A R C H E T T I. C O M HALLOCK LANE Hallock Lane Mattituck, New York FILING SET EXTERIOR ELEVATIONS SEPT. 28 2005 not^,s/ VNa'�I ��-, H-5 CZ25" e LLP. WOOD BURNING OVEN 8.80., INSTALLED BV OA, STORAGE FOR "'El s-� SECTION LOOKING NORTH H-5 SCALE: 3/8" = 1'-0" STORAGE AREA LOREN TO LIVING ROOM BEYOND S EiER ELECTRIC TOP OF ROOF -j, EL.23'-71/2" `�' KITCHEN ROOF EAVVEE y_ EL. 11 PIJOBS\HALLOCK LANE\DRAWINGS\ TOP OF ROOF EL. 23'-7 1/2" ROOF EAVE ih EL. 8'-3' 47 - FLOOR M7m= �� I E FINISH �'� oM=7 FINIS FLOOR 1' I' i ;1: t S J "k E-1 SECTION LOOKING WEST H-5 SCALE: 3/6" = 1'-0" PEIX & MARCHETTI LL A R C H 1J, C T S L L P 19 WEST 21sT ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 r�-, -L -J i 11 PIJOBS\HALLOCK LANE\DRAWINGS\ TOP OF ROOF EL. 23'-7 1/2" ROOF EAVE ih EL. 8'-3' 47 - FLOOR M7m= �� I E FINISH �'� oM=7 FINIS FLOOR 1' I' i ;1: t S J "k E-1 SECTION LOOKING WEST H-5 SCALE: 3/6" = 1'-0" PEIX & MARCHETTI A R C H I T E C T S L L P 19 WEST 21sT ST # 401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 I WWW. P E I X AND M A R CHET T I. C O M HALLOCK LANE Hallock Lane Mattitack, New York FILING SET INTERIOR ELEVATION AND SECTION SEPT. 28 2005 H-6 All Rights R.SwVed. WASCO PYRAMID SKYLIGHT. DOUBLE GLAZED/THERMAL GLASS. MANUFACTURER TO REVIEW DETAIL FOR PROPER INSTALLATION DETAILS AND DIMENSIONAL CLEARANCES. SKYLIGHT IS SPIKED INTO 2X4 BLOCKING *101/2" (2) 10" LVL BEAMS ON THE FLAT 1 X_PAINTED WOOD _ TRIM BOARD - LEAD COATED COPPER FLASHING BY ROOFING CONTRACTOR �\ I HALF -RIDGE VENT CONTINUOUS I AROUND SIDES OF SKYLIGHT. • VENTILATION CEDAR SHINGLE ROOF 3/4" CDX PLYWOOD ROOF SHEATHING AND ROOF UNDERLAY AS REQUIRED BY ROOF SHINGLE MANUFACTURER. 5/8" GYPSUM WALL 12XI2 ROOF RAFTER FILLED WITH R-38 FOIL FACED BOARD CEILING FIBERGLASS INSULATION. FACE FOIL TOWARDS HEATED SIDE TO ACT AS VAPOR BARRIER. ROOF INSULATION BAFFLE. MAINTAIN 1"CLEAR AIR PATH FOR VENTILATION i � O CURVED OUTRIGGER ,F, RAFTERS TO CREATE "FLARED" EAVE 2X8 SOFFIT 2" OVHNG. 0 HALF -CIRCLE RAIN GUTTER NON-STRUCTURAL TIMBER LINTEL (3) 2x12 LINTEL ABOVE WINDOWS (TYPICAL) CONTINUOS LOUVER W/INSECT SCREEN WEATHER SHIELD LEGACY SERIES CASEMENT WINDOWS - DOUBLE -GLAZED, LOW -E STONE JAMB ELEV. BEYOND. SET WINDOW UNIT IN SO AS TO EXPOSE MAX. DEPTH OF STONE. STONE SILL OF SAME STONE AS WALL. 51/2" TH. R-21 FOIL -FACED FIBERGLASS INSULATION. FOIL FACED TOWARDS HEATED SPACE TO ACT AS VAPOR BARRIER. 2x6 WALL STUDS 16" O.C. STONE VENEER +/- 3" DEEP. SEE FINISH FLOOR ON 3/4" MASONRY NOTES FOR SPEC. PLYWOOD SUB -FLOOR 3/4" CDX PLYWOOD SHEATHING WITH CONTINUOS LEAK BARRIER _ - LIKE WEATHER WATCH BY GAF OR EQUAL. RIM JOIST -- STONE VENEER ON ADJUSTABLE STAINLESS 0-i' 7H. R-30 FOIL -FACED STEEL WALL TIES SPACED AS REQ'D BY FIBERGLASS INSULATION. 2 1/'T F O J ST) _ MANUFACTURER AND CODE. FOIL -FACED TOWARDS HEATED SPACE TO ACT AS VAPOR BARRIER 2x8PRESSURE TREATED SILL PLATE - - 0 a v o -- 10" THICK POURED REINF. CONC. III— FOUNDATION WALL 1" COMPRESSIBLE FILLER 2" RIGID INSULATION AND ° DpU Dp WATER PROOFING v � 4" REINF. CONC. SLAB ON GRADE o o I I BELOW GRADE BASEMENT FLOOR. SEE c D ° _ D6 D STRUCTURAL DRAWINGS, v 0-1 WALL SECTION DETAIL' is 6 MIL POLY VAPOR D� o � I I Op 0 � WASHED GRAVEL AGAINST H-7 1 1/2"=1'-0" BARRIER v o a o FDN. 8 AROUND DRAINPIPE 4" BED OF WASHED(J�\N GRAVEL UNDER SLAB o ° D� V I 0° p ° p p" 12"HX24"W REINFORCED � CO CONCRETE FOOTING. Q ° O Ln o N � DD © Oll E N �trJ o a p N = F_ p°'y GNU H 9 ,.., z y I% c U y d v t:r 1�u N y�dlM�� D ��y /'�\ I�±� � A En CD vR I70 k] N z Cl x ry (4 N O 'S 0� u o b f• -I r I / D r m 0 z