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HomeMy WebLinkAbout31376-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No -2-31190 THIS CERTIFIES that the building NEW DWELLING Date: 10/05/06 Location of Property: 440 WINDWARD RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 14 Block 2 Lot 30.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 17, 2005 pursuant to which Building Permit No. 31376-Z dated AUGUST 17, 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED PORCH & ENTRY & SCREEN PORCHES AS APPLIED FOR. The certificate is issued to PETER G & GRACE G GORMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0256 ELECTRICAL Elm PLUMBERS CERTIFICATION DATED Rev. 1/81 08/23/05 2038975 06/21/05 09/18/05 PECONIC PLUMB.& HEATING Au zed/Signature 2 8 2005 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 3c23-005-)— . APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/ 10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees .1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. 9 � S New Construction: _ VOld or Pre-existing Building: _ (check one) Location of Property: 'i� Uj1 QCT W Qr A n:' 1_e 11 / House No. Street Hamlet Owner or Owners of Property: PeAer G (0 V Y'^ 0, h Suffolk County Tax Map No 1000, Section —_J Block Lot 3o.6 Subdivision Filed Map. Lot: Permit No. _2�- _LZ Date of Permit_ — �3 Applicant: Qr Goy m�r� Health Dept. Approval: Underwriters Approval: l� Planning Board Approval 1.1/ _ / Request for: Temporal-)' Certificate Final Certificate: // (check one) Fee Submitted: $ a5 Applicantnq (l ' 64 60;-- 7q a cow X1190 ©,t�en� Nl 1l4S7 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. 31376 Z Permission is hereby granted to: for : Date AUGUST 17, 2005 PETER G & GRACE G GORMAN 162 EAST 80TH STREET NEW YORK,NY 10021 CONSTRUCT ONE FAMILY DWELLING WITH ATT. GARAGE, COVERED PORCH AND ENTRY & SCREEN PORCHES AS APPLIED FOR. THIS PERMIT REPLACES 29471. at premises located at 440 WINDWARD RD ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 030.006 pursuant to application dated AUGUST 17, 2005 and approved by the Building Inspector to expire on FEBRUARY 17, 2007. Fee $ 1,830.00 /�� 1.---ffiC-,.� Authorized Signature COPY Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE Qq " �l l NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by R.J. CORAZZINI ELECTRIC 320 RICHMOND LANE PECONIC, NY 11958, Located at 440 WINDWARD ROAD ORIENT, NY 11957 Application Number: 2038975 Section: Block: Lot: PETER GORMAN 440 WINDWARD ROAD ORIENT, NY 11957 Certificate Number: 2038975 Building Permit: BDC: nsll Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21st Day of June, 2005. Name OTY Rate Ratine Circuit Tyne Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Appliances and Accessories Dish Washer 1 0 1.2 KW Exhaust Fan 4 0 F.H.P. Pump Motor 1 0 1 H.P. Furnace 1 0 Oil Air Conditioner 2 0 18.000 BTU Air Conditioner 1 0 48.000 BTU Wiring and Devices Outlet 70 0 Fixture Fixture 3 0 Flourescent Fixture 67 0 Incandescent Outlet 89 0 General Purpose Receptacle 47 0 General Purpose Switch 66 0 General Purpose Receptacle 1 0 20 amp Laundry seal Receptacle l 0 30 amp Dryer Continued on Next Page l of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. o r IPLIVU �r� r�r�cPr�cP rs cls rr� �nrn�n� rs o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 c7 C5� Upon the application of upon premises owned by 5 5 c� 5 R.J. CORAZZINI ELECTRIC PETER GORMAN 5 320 RICHMOND LANE 440 WINDWARD ROAD 5 S5 PECONIC, NY 11958, ORIENT, NY 11957 C Located at 440 WINDWARD ROAD ORIENT, NY 11957 �5 Application Number: 2038975 Certificate Number: 2038975 C5 Section: Block: Lot: Building Permit: BDC: ns11 e� c7 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 55 5 Basement, First Floor, Second Floor, Attached Garage, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ' � authority having jurisdiction, and found to be in compliance therewith on the Day of 21st June, 2005. 5 5 Name OTY Rate Rating Circuit Tvoe C5, 5 5 Paddle Fan 5 0 Receptacle 12 0 GFCI Ij r5 5 Service 5 1 Phase 3W Service Rating 300 Amperes S Service Disconnect: 2 150 cb rrr5 5 Defects previously reported, as items of non-compliance, have been corrected. A visual inspection made of the exposed electrical equipment in the indicated found unsatisfactory premises no obvious condition. 5 5 5 5 5 5 5 5 5 5 seal 5 5 01 2 of 2 p� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 6 J Building Permit No. :).Ck41 I Z Owner: &Ap-*r Goy ` y'r, (please print) Fax(631)765-9502 Telephone (631) 765-1502 Plumber: �COY1 c C_ �E-t+ �� Ii�1G -4 (please print) eo'rc ' �f. c �r c- y I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this I � day of 20 Q S LC 1 Notary Public, !�)U County VAI L UM Maww+aa 01 a=W in SuMalkFoyn�y��r 11 _ Canmissim F�ira s i r v�0 Albert J. Krupski, President James King, Vice -President Henry Smith Artie Foster Ken Poliwoda January 4, 2000 o�OgUFFO(,��O c� Gyp N Z W • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Catherine Mesiano, Inc. 12 Mill Pond lane East Moriches, NY 11940 RE: BENNETT BROKAW SCTM #14-2-30.6 Dear Ms. Mesiano, Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 Telephone (516) 765-1892 Fax(516)765-1823 The Southold Town Board of Trustees reviewed the survey dated and received in our office on January 3, 2000, and determined that the construction of a single family dwelling to be out of the Trustee Wetland and Coastal Erosion Hazard Area jurisdiction, under Chapter 97 & 37 of the Town Wetland Code. However, any activity within 75' of the Wetland line would require permits from this office. However, this determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, j 9. Albert J. Krupski, Jr. President, Board of Trustees AJK/djh cc. Bldg. Dept. ., 7 New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444.0365 Facsimile (516) 444-0373 LETTER OF NONJURISDICTION TIDAL WETLANDS ACT January 19, 2000 John P. Cahill Commissioner Re: 1-4738-02535/00001 Sica Property Construct a house and Septic system 440 Windward Rd., Orient Fred & Flor Sica 1548 Holiday ar Drive Wantagh, NY 11793 Dear Mr. & Mrs. Sica: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the topographic crest of the bluff as shown on the site plan prepared by John C. Ehlers, dated December 1, 1999 is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. J 4 Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. CAF cc: Catherine Mesiano, Inc. Very truly yours, George W. Hammarth Permit Administrator 513 7 ( -Z7 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ) FOUNDATION 2ND [ ) FRAMING [ ) ROUGH PLBG. [ ) INION [ FINAL [ ] FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION DATE INSPECTOR 313767 TOWN OF SOUTHOLD BUILDING DEPT. 76S•1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i , 3,4 i DATE I? P -O2 o S INSPECTOR �y� ` aq71 �/3 765-1802 BUILDING DEPT. SPECTION [1,f FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE a 76S-1802 BUILDING DEPT. INSPECTION [ ] UNDATION IST [ ] ROUGH PLBG. [ elo FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 7 © INSPECTOR 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. 29471 ZCClI1I JJ /SS�o Date JUNE 6, 2003 Permission is hereby granted to: PETER & GRACE GORMAN 42 TRUMBULL RD MANHASSET.NY 11030 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT ENTRY & REAR COVERED & SCREENED PORCHES AS APPLIED FOR at premises located at 440 WINDWARD RD ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 030.006 pursuant to application dated APRIL 24, 2003 and approved by the Building Inspector to expire on DECEMBER 6, 2004. Fee $ 1,830.00 Authorized Signature ORIGINAL Rev. 5/8/02 'e TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT face (Gorm IMP. TOTAL DATE REMARKS FORME OWN R 'D e.r rl �m�lonl r�r N • tM ,.-.. r t; , E 0) ACR. -T- I Ga Fcecd tf �7 IarQ %! �"e� , �- • �,�' , L�.r� Cu1�lf'( S I'? ' i � W �1 N�-r � �-r II �:. TYPE OF BUILDING ✓LonLj- RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 1100 -T- 00 a; -k 00 i as✓ zs%3i :��c iU�IL r t -j l �n, l�i_I�t� oScn•,A /zlon - L 120 -510a -c Aa �/6P (JnGOn'wy- aP 7y I JVZfA1 6 Pj'" " 5 al ox 9p3;L —s I dLA.11, , z z z n 85a zoo Tillable FRONTAGE ON WATER 75;2 21 Woodland FRONTAGE ON ROAD 4 MeodowkW DEPTH House Plot BULKHEAD Total eck rec. .- i arage B L svCv,�VOr eke. t a ' 1} Foundation Bath Basement , i Floors Fxt. WallsInterior rPrJpa Oke Finish Fire Place Heat i- Pool Attic 4 Patio Rooms 1st Floor Driveway Rooms 2nd Floor 3$E f� TO �THOLD BUI`G DEPARTMENT T04, - . HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ 2 4 TM Examined, 20 0.3 ApprovedQ_, 2003 Disapproved a/c Expiration-__. 20 BUILDING PERMIT APPLICATION CHECKLIST PERMITNO. Building Inspector Do you have or need the following, before applying' Board of Health � 3 sets of Building Plans__ Planning Boardapproval Survey Check _ Septic Form _ N.Y.S.D.E.C. ✓ _ Trustees Contact: Mail Phone: 5/6— 6 027—'%'0 Z APPLICATION FOR BUILDING PERMIT Date 20p a INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall.be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises PAP (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License N of land on which proposed work House Number Street done: Hamlet County Tax Map No. 1000 Section j�2/_�, eOn BlockrV, 06 Lot &J__-�Q , 00 (o Subdivision Filed Map No. Lot (Name) _ T 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy qv&&l L - N - b. Intended use and occupancy ;. Nature of work (check which applicable): Repair Removal New Building Demolition v Addition Other Work Alteration_ (Description) 4. Estimated Cost- Fee (To be paid on filing this application) 5. If dwelling. number of dwelling units_ I _Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy. specify nature and extent of each type of use. Dimensions of existing structures. if any. Front -- Rear _Depth Height Number of Stories — Dimensions of same structure with alterations or additions: Front near Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Q. Size of lot: Front Rear 112.5 Depth f}t/6 god l nDName of Former Owner %DnOEDi Co 9N L /DCCT � 0. Date of Purchase �G c�.� o� !> 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOS 13. Will lot be re -graded? YES_ NO 14. Names of Owner o Name of Architect Will excess fill be removed from premises? YES_ NO X 4.2 TAU AkpwLL eo No.6142 697-'216 Name of Contractor r,aaress i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES -X,, -NO * IF YES. SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES. D.E.C. PERMITS MAY BE REQUIRED. No. 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 OP it/ � (30.Q� 11 A� being duly sworn, deposes and says that {sjhe is the applicant (Name of individual signing contract) above named. (S)He is the Z!5A2 v& t - (Contractor. Agent. Corporate Officer, etc.) of said owner or owners. and i> dulN 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 >et torth in the application filed therewith. Sworn to before me this tare P,.i 11 r JOYCE M. WILKINS Notary Public, State of New York Na. 4952246, Suffolk County '.Form fx^ires June 12, % p;�3 '/;' .4 h'.i Signature of Applicant .i C BRENNAN BEER GORNIAN ' ARC:HITFCTS, L.L.N. BRENNAN BEER GORNIAN NIONK INTERIORS, INC. June 3, 2003 Mr. Michael Verity SOUTHHOLD BUILDING DEPARTMENT 53095 Route 25 Southhold, NY 11971 Dear Mike: Enclosed are 3 sets of signed drawings with the following changes: 1. All partition walls have been removed from the basement. 2. Ice guards are shown on roof plan. 3. Emergency exit windows from bedrooms are all sized for code compliance 20" x 24" min. 4. Smoke detectors are shown inside each bedroom as well as outside. Every level has at least one smoke detector. I believe this complies with all the requested changes that were necessary to secure a building permit. Sincerely, Peter G. Gorman PGG:ma Enclosure C.. JUN - 4 " 51 MN 1) 1 1 UN 9l EN UE N E W Y ORK. N Y I'll, 22 �.--- R BG 8 ,i„ B [IGN7. 'I FAN 21 2 i :5 }*6s �Tr. -212.1 NE .C' YI1R6 li'�1H I N(,TON. H( FIO N G KUNG y-�--�)o-(e 3t 31�''1eaj-,rcd 162 East 80t" Street JAN Apt. 4-c 2 Z New York, NY 10021 January 22, 2005 Building Department Town of Southhold Southhold, NY 11971 To Whom It May Concern: Please be advised that I have inspected the house under construction at 440 Windward Rd. in Orient Pt. I am the architect and owner of this property and have found the insulation to be installed in compliance with the New York State building code. Please advise if you are in need any additional information with regard to this matter. Si erely, �. eter G. Gorm�6"' an 1-212-535-1326 home 1-212-888-7663 office 162 East 80" Street Apt. 4-c New York, NY 10021 January 2, 2005 Building Department Town of Southhold Southhold, NY 11971 To Whom It May Concern: i2es�.e� 3 /3 qL r�nr� 1 Please be advised that I have inspected the house under construction at 440 Windward Rd. in Orient Pt. I am the architect and owner of this property and have found the framing, the wind strapping and the rough plumbing to be built and installed in compliance with the New York State building code. The plumbing has been pressure tested and shows no leaks. Please advise if you are in need any additional information with regard to this matter. F ly, 41661�clly� Peter G. Gorman 1-212-535-1326 home 1-212-888-7663 office Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT' * * Date: 04/24/03 Transaction(s): 1 Septic Permit - Construct - Resid. Cash Name: Gorman, Peter 42 Trumbull Road Manhasset, NY 11030 Receipt#: Total Paid Subtotal $10.00 $10.00 Clerk ID: LBOHN Internal ID: 73752 SURVEY OF LOT #1 "MAP OF MINOR SUBDIVISION SEPTI- DETAIL FOR BENNETT BROKAW" �JL not to scale SITUATE: ORIENT - TOWN: SOUTHOLD` ! ,„. i1 SUFFOLK COUNTY, NY r M °�= a, IDO 5URVEYED 12-01-99 7 W AMENDED 12-12-GIGI O AMENDED JAN. 14, 2000 II /'ry P 05 SUFFOLK COUNTY TAX l0 �1i ?kI o 1000 - 14-2-30.6 .5700 0 1401 (p) CERTIFIED TO: E ``�+r%•'� PROPERTY UNCOMMONLY I19,f3, `0 PERFEGTINGORPORATED GOMMONlNEALTH LAND TITLE g IN5URANGE COMPANY a Test Hole 11G[ t0 SGGIe, J � po� fM�n ono, pRn iGk Ymrei a r o.n n NOTE5: op - L 7 W O O II W �RXO1"I`' l0 if 00 W o m (p) . O `0 P"� or - �w; c CChS. op - L ■ MONUMENT o PIPE AREA = 48,178 5F OR 1.12 AGRE5 ELEVATIONS REFER TO M5L N5VD'29 LOT GOVERAGE = 1-7.6% BUILDING ENVELOP N FEMA FLOOD ZONE X GRAPHIG 5GALE I "= 60' F FOR SANITARY SYSTEM .v9 ey'eFi,- to YSO�©q (, 7" J, c I � I � W O O II W �RXO1"I`' l0 if 00 W I N (p) . `0 P"� or - �w; c CChS. C � y snag septic t•sL,, Weng d ry `. G O � o W W 3 Proposed N 36 Dwelling `° 20 F}p(iBBB.� Obi'.® e1`9R6°29'40"W ROW 125.00' mQ — — — — ■ MONUMENT o PIPE AREA = 48,178 5F OR 1.12 AGRE5 ELEVATIONS REFER TO M5L N5VD'29 LOT GOVERAGE = 1-7.6% BUILDING ENVELOP N FEMA FLOOD ZONE X GRAPHIG 5GALE I "= 60' F FOR SANITARY SYSTEM .v9 ey'eFi,- to YSO�©q (, 7" J, N7 NN LAND SURVEYOR N.Y.S. LIC. NO. 50202 REF.-TIGER\PROS\99-282 c I � I � m x I N II �RXO1"I`' if 00 W I N7 NN LAND SURVEYOR N.Y.S. LIC. NO. 50202 REF.-TIGER\PROS\99-282 u.H, LoNa ISLAND SS=7'01 •£ SOUND PIPE I � X74.14. nEUNE'��_ ANY AL7ERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209OF THE NEW YORK STA 7E EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-1E SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SUFFOLK COUNTY HEALTH DEPT. REFERENCE NUMBER R10-99-0256 30.4' Myµ M RCA IORr�ENAr m mlm 0 00' (P O UNDERG00IA L177IJ77ES , J— GRAVEL DRIVEWAY J — PIPE 30' R. 0. W FE 7'5 o.6•s __,. W 125.00' Is Mo SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-14-02-30.6 SCALE: 1'=40' MARCH 15, 2004 JUNE 2, 2004 (FND TN. LOC.) JUNE 28, 2005 (FINAL) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVJCES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE Dat -23 2005 H.S. Ref. No.IZ !U - 4 9 X2256 The sewage disposal rnG wat;-r Pupr)h >ad,:tee at this logtlnn have been and7or rr.;^. eCd h; Thi; l'ipar;;r�• ``cr agendes and found to be satisfacluY FOF A :+ : _:i;r.! 1(.i liir t/ LEDROONIS. vv I o Office of Wastewa:ar tfcnvoement n ORICK'r l DRgWAY c N/0/F NICHOLAS & SHIRLEY E. KARAS 1 2 3 WELL 80.6 45.3 S. T 60 19 L. P. 76' 49' �sJ AREA=47,653 SQ. FT. TO RE LINE :;- N. (631) 765-5020 FAX "R P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 71971 r L z 01 W SANK Z 0 I.i z o I kl n MON c rl V)V) �I o Z Z D G7 m 0 i 0 HOT X 7Ue DPA 770 �t O PROPANA NNK 28. rn OL % e• O/7. PA 770 I SCREENED SHOiWR { PORCH 21.4. ;2.0' POO E0U)P I v 16.7' o 22• 2S FR 24.4. � z' HSE & GAR. _m 30.4' Myµ M RCA IORr�ENAr m mlm 0 00' (P O UNDERG00IA L177IJ77ES , J— GRAVEL DRIVEWAY J — PIPE 30' R. 0. W FE 7'5 o.6•s __,. W 125.00' Is Mo SURVEY OF PROPERTY AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-14-02-30.6 SCALE: 1'=40' MARCH 15, 2004 JUNE 2, 2004 (FND TN. LOC.) JUNE 28, 2005 (FINAL) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVJCES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE Dat -23 2005 H.S. Ref. No.IZ !U - 4 9 X2256 The sewage disposal rnG wat;-r Pupr)h >ad,:tee at this logtlnn have been and7or rr.;^. eCd h; Thi; l'ipar;;r�• ``cr agendes and found to be satisfacluY FOF A :+ : _:i;r.! 1(.i liir t/ LEDROONIS. vv I o Office of Wastewa:ar tfcnvoement n ORICK'r l DRgWAY c N/0/F NICHOLAS & SHIRLEY E. KARAS 1 2 3 WELL 80.6 45.3 S. T 60 19 L. P. 76' 49' �sJ AREA=47,653 SQ. FT. TO RE LINE :;- N. (631) 765-5020 FAX "R P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 71971 r L 4 a GENERAL FRAMING NOTES: 1. All sill plates shall be "pressure treated" 2x6's as shown on drawings, with sill sealer below. 2. Sole plates and other framing lumber bearing directly on concrete shall be "pressure treated". 3. The Architect has schematically shown the fireplace sizes and plan configurations on these drawings. It is the contractor's responsibility to verify that the final fireplace dimensions and configuration will result in a properly functioning fireplace unit. 4. Maintain a minimum of 2" airspace between masonry and wood framing. 5. Live loads: First floor: 40 psf Second floor: 30 psf Attic floor: 20 psf Roof: 40 psf 6. All framing lumber shall be Douglas Fir #2 or better with the following allowable stresses (minimums): Bending: 1,150 psi Horizontal Shear: 95 psi Modulus of Elasticity: 1,600,000 psi 7. Laminated veneer lumber beams (Micro -Lams) shall have the following allowable stresses (minimums): Bending: 2,600 psi Horizontal Shear: 285 psi Modulus of Elasticity: 1,900,000 psi 8. Framing dimensioins are typically to face of wall. 9. Interior partitions are typically 2x4's at 16" on center U.O.N.. 10. Exterior partitions are typically 2x6's at 16" on center. 11. Header schedule: Interior (2) 2x1 O's (up to 4'-0" openings) Exterior (3) 2x10's (up to 5'-0" openings) 12. Plywood sheathing for exterior walls and roofs shall be CDX exposure # with exterior glue as graded by American Plywood Association (APA). Wall 1/2" CDX and roofs 5/8" CDX unless otherwise noted. 13. Floor sheathing shall be 3/4" tongue.and groove. "Sturd-I-Floor exposure #1 plywood as graded by APA. All floor plywood to be glued and nailed as per manufacturers instructions. Except areas to receive ceramic tile, glue and screw TG plywood subfloor. 14. Lateral bracing at floor framing to be 1x3 cross bracing or solid blocking at midspon of joists up to 15'-0", at one-third points (2 rows) at joist spans of greater that 15'-0". 15. Provide double joists below all parallel partitions. 16. Provide 1 row of solid blocking (staggered and end nailed) at mid -span of all partitions 9'-0" in height or greater. 17. Provide solid blocking for firestopping at floor lines. 18. Provide solid blocking below all beams and headers. 19. All exterior construction shall utilize "pressure treated" lumber. De king to be "Trex" unless otherwise noted. 20. All joist hangers, hurricane clips and other connectors to be minimum 18 gauge, zinc coated steel, sized as required for member connected. Provide Simpson H-2 or equbclent at each rafter -plate intersection. 21. All nailing shall conform to recommended nailing schedule of New fork `cte.Building Code or other controlling jurisdiction. 22. All exterior woodwork, except shingle siding, to be pre -primed or primed m all sides with oil-based primer once moisture content is at an acceptable level. 23. Exterior siding, casing, corner boards, soffits, fascia, etc. to be clear cedr. Size as indicated. 24. Provide collar ties (min 2`' x 6") 16' o.c. © roof rafters. 25. Wood framing shall be secured with hurricane ties H1 & H8 as required b' code. All other ties if any required by code shall be installed. 26. CONSTRCUTION TO CONFORM TO THE 1995 SBC WOOD FRAME CONSTRCUTION MANUAL -. HIGH WIND EDITIOM, 27. ALL CONSTRUCTION TO ACCOMODATE 120 MPH WIND ZONE CRITERIA 28. SEE S- DRAWINGS FOR MEMBER SIZES, .STRUCTURAL INFORMATION AND WFCM CODE COMPLIANCE GENERAL CONCRETE & MASONRY NOTES: 1. Concrete dimensions are typically to face of wall. 2. All concrete shall be 3,500 psi (28 day compressive strength). 3. All concrete slabs be a minimum 4" thickness, with 6x6 W1.4xW1.4 0ded wire fabric placed over 6 mil. polyethylene vapor barrier aver a minimum 6" bed of compacd gravel. 4. Provide 1/2" thick expansion joint material at perimeter where slaDsIlbut other concrete or masonry material. 5. All steel reinforcing indicated on these drawings shall conform to AS] A615, Grade 60, sizes as shown. Welded wire fabric shall conform to ASTM 185. See drawings for lo4,tions and reinforcement. 6. Provide Anchor Bolts, sizes as indicated on these drawings,' at top o,concrete foundation walls at max. 2'-0" from corners and max. 4'-0" o.c. for balance of perimeter w1s. 7. All concrete footings shall bear on undisturbed virgin soil with presu hive bearing capacity of 4000 psf. 8. Step concrete footings at elevation changes to be a maximum ratio f one vertical unit to two horizontal units. Place lower footing portion first. 9. At concrete frost walls, bottom of footing to be set at minimum 3' '° below finish grade. 10. For typical concrete foundation wall, frost wall and footing sizes refeko drawings. 11. Concrete poured in cold weather conditions is to be implemented Nitladequate concrete protection procedures. 12. Fireplace and flue sizes indicated on the Drawings are schematic. Th(Contractor is responsible for a properly built and functioning unit with all necessary components. 13. All fireplaces to have fresh air intakes. 14. Masonry Lintel Schedule (every 4" thickness of masonry supported): Up to 4'-6" 6' opening - L4 x 3-1/2 x 5/16 LLV (6" bearing) 4 -6" to 6' -opening . - L5 x 3-1/2 x 5/16' LLV (6" beann� 6'-6" to 8'-0" opening - L6 x 3-1/2 x 3/8 LLV (8" bearing) 15. All structural steel shall be new and conform to ASTM A36. i 16. Contractor may back fill , against foundation walls, only after adequl concrete cure time using proper construction methods and equipment to avoid damage to thei IIs. 17. Spray anti termite solution before back fill. Use termite shields on house perimeter. 18. All slab on grade shall be sealed. GENERAL NOTES: 1. Contractor, sub -contractor or supplier shall verify all job conditions and measurements prior to commencing work or ordering materials. Discrepancies between dimensions shown on drawings and actual field conditions should be brought to the owner's attention for approval. 2. As a matter of record, Peter Gorman Architect shall not be responsible for construction means & methods or omissions by the contractor, sub -contractor or any other persons performing work in accordance with these drawings. 3. As a matter of record, Peter Gorman Architect shall have no responsibilty for the discovery, presence, handling, removal, disposal or exposure of persons to hazardous materials in any form at the project site including but not limited, to asbestos, lead paint, PCB's or other toxic substance. 4. All work done on this project shall be done in accordance all applicable codes and ordinances, such as but not limited to the Codes, Rules and Regulations of the State of New York, National Plumbing Code, National Mechanical Code and all local building requirements. 5. Each contractor and sub -contractor shal be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with this work. 6. Drawings prepared for this project are and shall remain property of Peter Gorman Architect and are not to be used for any other purpose or project without prior written permission from Peter Gorman Architect. These plans are not valid for a building permit unless originally signed & sealed by Peter Gorman Architect and are for the construction of one house only by the persons/company whose name appears on these plans. 7. All finishes, hardware, equipment and materials not indicated herein are to be as per Owner's spec, but not less than required by code. Plumbing fixtures are shown for layout locations only. 8. Installation of all doors, windows and all other building components is to be in accordance with manufacturer's specifications. 9. Site engineering and all mechanical, plumbing and electrical engineering are not included in the planning of these drawings. 10. Kitchen layout shown on these drawings is schematic. Final appliance locations and cabinet sizes and configurations are to be approved by Owner. 11. Provide 1 toyer of 5/8" fire rated gypsum board at all garage demising partitions, ceilings and beams. 12. Provide fiberglass foil -faced batt insulation with integral vapor barrier and install per manufacturer's instructions to the followinc9 levels (unless otherwise noted): Exterior Walls: 6' R-19 Top Floor Ceiling: 10" R-30 Basement Ceiling: 6" R-19 Provide pipe insulation at heating and hot water pipes outside of insulated walls and floor areas and insulate and seal all supply ducts min. 1" thickness located outside of conditioned spaces. 13. Smoke detectors shall be installed outside of each separate sleeping area and in the immediate vicinity adjacent to sleeping areas. Smoke detector are to be hard -wired with battery back-up and placement shall conform to applicable codes. 14. Contractor shall comply with all appropriate federal, state and local regulatory agencies, codes, laws, and requirements. Items shown or implied in the contract documents not in accordance with these rules and regulations shall be brought immediately to the attention of the architect. 15. Contractor shall secure all permits and licenses required to do the work, pay all fees required and obtain all final approvals and sign off's from all jurisdictional authorities. 16. Work not specifically included in the contract documents but reasonably construed to be required to produce intended results indicated shall be performed as though included in contract documents. 17. Contractor shall keep all work area life -safety devices and exits readily accessible and unobstructed at all times. 18. Contractor shall be responsible for any cost and replace and/or restore any unsatisfactory work caused by inferior workmanship, materials or improper scheduling. 19. Contractor shall continuously maintain and protect all existing and ,new work within and adjacent to the owner's property, and in the event of damage, repair or replace some. 20. Contractor shall clean up daily, and periodically remove all rubbish, (max. 1 week) and waste from job site. 21. Contractor shall protect all non -project areas from dust and debris. 22. All equipment and materials shall be installed in accordance with the building code and the manufacturer's latest printed instructions. 23. Contractor shall not load, or permit loading, on any part of existing floors a weight that will endanger or cause a deterioration of its safety. 24. Contractor shall employ a competent, full-time superintendent and necessary assistants who shall be in attendance at the work site at all times that the work is in progress. 25. Contractor shall correct to the satisfaction of the architect any work not in conformance with the contract documents, whether such work is observed before or after substantial completion. 25. Contractor shall examine all areas of construction after completion of the work and prior to project acceptance and provide all necessary touch-up finish work, and thoroughly clean all light fixtures and fixture lenses, HVAC diffusers and registers, floors and bases, doors, etc. to provide move -in condition quality construction and cleanliness. 26. All roof and rafter spaces, laundry rooms and bathrooms without windows are to be properly vented to exterior. 27. No drawings are to be scaled, Written dimensions are to be followed in all cases. Discrepancies shall be reported in writting to the architect. 28. All doors, openings & windows to be set with top at 7'-0" A.F.F. unless otherwise noted. Refer to drawings. I PLUM/13EN CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATEOFOCCLIPANCY SOLDER USED IN WATER V)'PLY SYSTEM CANNOT EXCEED 2/10 LW I ol,o EAD. Zen 3137 APPROVED AS NOTED DATE-- 6413 B.P. FEE: 2A* D. BY: NOTIFY BUILDING DEPARTMENT AT 765.1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNOATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FPAMWG 8 PLUMBING 3. INSULATION 4. FINAL - CONSIRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIFLE FOR DESIGN ORCONSTRUCTIONERRORS. -- 4 te*-Mce Yloi- I -LL OCCUPANCY OR - USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY COMPLY WITH ALL CODEOR NEW YORK STATE S &TOWN S AS REQUIRED AND CONDITIONS Ol FA co;o:orowN_eA ul�Fyr.MMDIANN04 BOARD UNDERWRITERS CER71FICA 1, REQUIRED CERTIFICATION OF ---... ..... NAILING 6 CONNECTIONS ALL CONSTRUCTION SHALL REOUIREI MEET THE REQUIREMENTS OF T �ae 5 e2 -k 0110110„.,_.. 4 1 11 . Cl OF NEW YORK STATE. RESIDENCE OF 3ETER & GRACE 30RMAN 40 WINDWARD ROAD )RIENT POINT, NY ARCHITECT PETER GORMAN APRIL 23, 2003. 11 -SITE PLAN -GENERAL NOTES A LOT #2 WORK ON OUTDOOR POOL & LANDSCAPING SHALL BE PERFOMED ON SEPARATE PERMIT. S 05d4 el: 2z' 2Z __--�88 ______ ________________ _, Grade / - el: 20'�-F / L-- --- 90.8, -- -- 001 LOT #1 __- el: 21' NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20' C" 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK: 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO '4 BEDROOM HOUSE IS 500 SQ FT SIDE WALL AREA. 1 POOL: 12' DEEP, 8' DIA. PROPOSED LEACHING POOL ' PROPOSED SEPTIC TANK PROPOSED EXPANSION POOL 4. THE LOCATION OR WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. N.Y.S. ENERGY CONSERVATION CODE CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE N.Y.S. ENERGY CODE AND SHALL MEET BUT NOT LIMITED TO THE FOLLOWING MINIMUM REQUIREMENTS 2. DESIGN VALVES 6000 DEGREE DAYS 1OF TO 72F WINTER DESIGN DRY BULB TEMPERATURE 83F TO 70F SUMMER DESIGN DRY BULB TEMPERATURE 3. WINDOWS & DOORS MANUFACTURERS SHALL CERTIFY THAT THEIR PRODUCTS MEET MINIMUM U VALUES AND AIR INFILTRATION RATES AS LISTED IN THEIR SPEC. DATA 4. FIREPLACE SHALL BE EQUIPED WITH THE FOLLOWING: - DAMPER WITH AIR LEAKAGE OF 20 CFM MAX. - DAMPERED COMBUSTION AIR WITH TOTAL CAPACITY BETWEEN 150 TO 200 CFM, LOCATED IN HEARTH OR SIDE OF FIREBOX. - NON COMBUSTIBLE FIRE DOORS.' 5. DOMESTIC HOT WATER HEATER SHALL COMPLY WITH REQUIREMENTS OF CLASS ONE WATER HEATERS AND WATER TEMPERTURE SHALL BE 140 F. 6. HVAC EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: - MIN. COMBUSTIBLE ,EFFICIENCY OF 75% AT MAX. RATED CUTPUT. - HVAC EQUIPMENT SHALL BE CERTIFIED BY THE MANUFACTURER FOR COMFORMANCE WITH N.Y.S. ENERGY CODE. - THERMOSTAT SETTING RANGE TO BE .45F -75F FOR HEATING, 75F -85F FOR COOLING. - ALL HEATING PIPING UP TO 1" DIA. SHALL BE 'INSULATED WITH 1" PIPE INSULATION WHEN RUN INENTILATED CRAWL SPACE, UNHEATED BASEMENT, AND CELLARS WITHOUT INSULATED WALLS, ANDUNDER CONC, SLAB ON GRADE. 7. ALL ELECTRICAL EQUIPEMENT RATED GREATER THAN 1000W AND LIGHTING EQUIPMENT GREATER THAN 15W SHALL HAVE A POWER FACTOR OF NOT LESS THAN 85% UNDER RATED LOAD CONDITIONS VOLTAGE DROP FROM UTILITY SERVICE TERMINATION TO FINAL DISTRIBUTION PANEL SHALL NOT EXCEED 3%. 4'*WELL �� PI ter MpPool151Pool FELT .06 1/2"' PLYWOOD .62 9" INSULATION 30 1/2GYP. BD .45 INTERIOR AIR .61 TOTAL: 35.91 TYPICAL FLOOR CONSTRUCTION: EXTERIOR AIR .17 1/2" GYP. BD .45 9" INSULATION 30 3/4" PLYWOOD 92 INTERIOR AIR . TOTAL: 32.47 Areael: 22'-8 Plantelanter_____MI -___ 332' LAND NOW OR FORMELY OF: Ann❑ Gregory Stillo VACANT -INFORMATION CONTAINED HEREWITH (EXISTING CONDITIONS) WAS SURVEYED BY JOHN C. EHLERS LAND SURVEYOR RIVERHEAD, NY' NYS LIC. # 50202 DATED DECEMBER 28th, 1999. , LOT #1 MAP OF MINOR SUBDIVISION FOR BENNET BROKAW" SITUATE IN ORIENT TOWN OF SOUTHOLD - SUFFOLK COUNTY, NY. SUFFOLK COUNTY TAX#: 1000-14-2-30.6 -AN ACCURATE & COMPLETE LOT SURVEY, MADE BY LICENSED SURVEYOR SHALL BE SUBMITTED AFTER COMPLETION OF WORK SHOWING THE LOCATION OF NEW BUILDING SHOWING ELEVATION OF FIRST FLOOR, FINISHED GRADES OF OPEN SPACES, ESTABLISHED CURB LEVEL, LOCATION OF (OTHER STRUCTURE ON LOT, LOCATION AND BOUNDARIES OF LOT. BUILDING TYPE: 1 FAMILY HOUSE DEGREE DAYS: 6000 TYPIICAL ROOF CEILING CONSTRUCTION NO.1 EXTERIOR AIR ,17 WOOD SHAKES 4 FELT .06 1/2"' PLYWOOD .62 9" INSULATION 30 1/2GYP. BD .45 INTERIOR AIR .61 TOTAL: 35.91 TYPICAL FLOOR CONSTRUCTION: EXTERIOR AIR .17 1/2" GYP. BD .45 9" INSULATION 30 3/4" PLYWOOD 92 INTERIOR AIR . TOTAL: 32.47 393.79__ j __- I I______ ____ _ --�__PROPOSED \ i DURRIED PROPANE TANK 1 -i )1 TO ZONING ANALYSIS ZONE: AREA: 48,778 SF OR 1.12 ACRES TANK 1 LINE OF 150' FROM EXISTING WELL (LOT #2) LOT #3 STONE 1 I� ROADWAY I �V To Main Road el: 19' SR #25 I SITE PLANS SCALE: V O =200' TYPICAL WALL CONSTRUCTION: ALLOWED/REQUIRED PROVIDED MAXIMUM FLOOR AREA RATIO 48,778 SF X = SF SF MINIMUM FRONT SETBACK 80'-011, 94'-1" MINIMUM BACK SETBACK 100'-0" 100'-0" MINIMUM SIDES SETBACK 20'-Q" 20'-6" & 21'-10" ALLOWABLE HEIGHT 33'-0" TYPICAL BASEMENT WALL TYPICAL WALL CONSTRUCTION: EXTERIOR AIR 17 3/4" CEDAR SIDING 1.4 FELT .06 1/2" PLYWOOD ,62 6" INSULATION 19 1/2" GYP. BD .45 INTERIOR AIR .92 TOTAL: 22.62 TYPICAL BASEMENT WALL CONSTRUCTION: CONCRETE WALL 8 2" RIGID INSULATION 2 TOTAL: 10 TYPICAL MANUFACTURER COMPONENTS VALUES: DOORS UD=0.40 WINDOWS UG=0.32 THE ABOVE CALCULATIONS WERE COMPLETED USING RESCHECK. N� RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN APRIL 23, 2003. - SITE PLAN A-2 0 0 rdl 0 r— — — — — — — ' '— - V-11/2" 12'-1 1/2" g" 15'-4" g•' DRY -LAID MA50NRY I UNEXCAVATED \ AREAWAY LINE OF STEP AT TOP �— OF FOUNDATION WALL LINE OF STEP AT TOP ( 2) 12" X 24" OF CONCRETE B" GIP CONCRETE OF FOUNDATION WALL T FOOTING W/ 2 *4 BARS FOUNDATION WALL - J/ CONTINUOUS - PROVIDE PROVIDE STEEL LINE OF FUTURE KEYWAY FOR WALL RE -BAR A5 REQ'D • b• , PARTITION p 4" CONCRETE SLAB OVER 10 MIL VAPOR BARRIER OVER 4" CRUSNED STONE l o UNFIN13HED BA. EMENT I LINE OF BEAM ABOVE - F_ _1 ,_JI_ 5EE STRUCTURAL DRAWING — L- J L_ J _ DRY -LAID -- 5� 5�F BEAM ABOVE ' TIJRA 4" GONG. PAD UNDER p MASONRY - FURNACE AND MH AS ASH GLEAN -CUT y. AREA N DRAWING (TYP.) REQUIRED (LOK-BECK) ,_ PRE -FORMED SLOPE DOWN IT Q LINE OF HEADER ABOVE v WINDOW ASSEMBLY -SEE El SUMP PIT W/ LOW POINT ® 5UMP PIT URNAGE 2• "X24"%12" GIP I STRUCTURE DRAWINGS DOVER GONG. FOOTING D UTILITY B LOW SLAB (NP) m SINK— HEATE . I''� m 4 I G/L OF ROOF Q in 1 If (WORK NG POINPEAK AND T) W J L 4" DIA STEEL LALLT( " GONG. PAD iv COLUMN (TYP) UP I1000 GAL p � I I Y OIL TANK I JJ — LINE OF BEAMS ABOVE -5EE I STRUCTURAL '• � DRAWING ------------ L --- --- L_ J WALL OUT A5 REQUIRED FOR - - - - 4- - - GARAGE DOOR OPENING - VERIFY DEPTH OF GUT WITH FINAL ELEVATION OF GARAGE FLOOR '• y UNEXG VATED Z . � SOODOOROWN ?� I b"' CONCRETE 5LAB OVER 6" CRUSHED STONE 5LAB ON GRADE 12" x 24" (GIP CONCRETE FOOTING "2 04 BARS ` GONTINUOWS - PROVIDE • KEYWAY FOR WALL NONE CONCRETE -6/L OF COLUMN CONCRETE SLAB OVER 10 MIL VAPOR BARRIER OVER 4" CRUSHED STONE UNFINISHED IN BASEMENT - B" OIP CONCRETE FOUNDATION WALL - PROVIDE STEEL RE -BAR A5 REO'D J 4'_2" 17'_2" 4i_2ii G 1 BASEMENT PLAN A-12 SCALE: u4°=P-V� '-1 OIP CONCRETE STAIRS — O Q v I O V Q N V n JUN - 4 2003 i L_! _I RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN MAY 22, 2003, - BASEMENT PLAN A 0 G G POOL BLUE STONE PAVER5 AND STAIR TREADS SET ON IONIC. SLAB -b" EL + N DN EL : 22'-B" 0 GEADR 5HINGLED EwS L SHOWER ENCLOSURE �o Fo Eq Eq Q \ qI 5 O o— m 4 "v coND OUDwE \ DINING ROOM o UNITS Q ° T DN IN m m + N SCR FREE AIR SCREEN HALL W/ SEE A-" REMOVABLE PANELS E AROUND A/G UNITS Q � N � � ➢L_REEZE31 "m NK KITCHEN (B A Zm W P 7 ®®® / E + 4._ 1' O2 _ y N DN - B" S'-41/2" 16 6'-41/2" DI P DE q �Z O p D3 1 NGL. BLUE 5T GET ON OONC, SLAB — HOSE LINE OF KITCHEN 14" DIA BIB EXHAUST AND DRYER COLUMN VENT - PROVIDE GYREID. (Typ) OIL T k K CEILING 08' 0" A F FILL ENT ALL FRAMED 5R1 A0 5 IN GARAGE TO BE GLAD WITH 5/5" TYPE X DRYWALL SLOPE DOWN N p I OARA .o — m b" CONCRETE SLAB OVER 6" CRUSHED STONE LINE Or ER STB G?URAEE 4'-0" FENCE a — PERIMETER POOL AREA B \ 29'-5" �����=• •�1����1��_-`" —:111.___---.. :,;�.�— 1 �•�•111,�y ST DOHN AT BEAM5 PU - SEE STRUCTURAL DRANINO 251-l' / LIVING ROOM LINE OF 13EAM SEE STRUCTURALBDRANINE \ STONE VENEER ON ;p LINE OF BEAM ABOVE - MASONRY FIREPLACE SEE STRUCTURALDRAINING 55EMBLY MASONRY FIRE BOX W/ SEE A-18 GAS "LOG' A55EMBLY 3' -II" b' 2" 3'-I" 4'-10 FURNACE A D WATER HEATER FLUE RISERS 1 __� J2✓_____N--__ --- LINE OF BEAMS ABOVE� r YER 3'-q i 20'-b" I 5GREENED P�EL + 24'-4 BLUE ETCH EF 5ET ON G 6 EGRESS HINDC 0 N S a DESK I R D4 ET °2 GLO5CT 9 GLC5ET -6" Eq N 5'_O" EQ �p3 D3D3 TNI 24410 TW 2441 _ Q N ERS P CSFB GO � D2 N NO . 24'_11" 33 D2 myl "DIA RTICA/L TED / y BEDROOM IN LUMN (TYF.) P v 5'-q' S' -q" '-5 1/1" Q N E3 B THROOM A -I2 HOSE O _ BIB _ / m v O m 'a_ V 14" DIA COLU(T'rF) 5 TYP) m V m N F 4 IL O 2 G T EL. + 22'-6" LIVING ROOM �- p 22 0 187 ry KITCHEN 174 4,-2, /—' HOSE DEN 328 / BIB L 21'_4" p BEDROOM #1 I6'-5" / 0o BATHROOM #1 62 L- FOYER 234 50.4. v~i G A-12 27 �GROUND FLOOR PLAN --_,SCALE:1/4"=P-0" m v O m 'a_ V 14" DIA COLU(T'rF) 5 TYP) m V m N F 4 NET LIVING AREA PORCH AREA G 0 LIVING ROOM 438 0 187 ry KITCHEN 174 /—' HOSE DEN 328 / BIB L p BEDROOM #1 236 / 0o BATHROOM #1 62 L- FOYER 234 v~i POWDER ROOM 27 LL VESTIBULE 18 FRONT PORCH B2 NET AREA CALCULATIONS NET LIVING AREA PORCH AREA GARAGE AREA LIVING ROOM 438 DINING ROOM 187 KITCHEN 174 DEN 328 p BEDROOM #1 236 0o BATHROOM #1 62 L- FOYER 234 v~i POWDER ROOM 27 LL VESTIBULE 18 FRONT PORCH B2 BACK PORCH 172 SIDE PORCH 18 SUBTOTAL 1704 252 MASTER BEDROOM 395 (r MASTER BATHROOM 102 p WALK IN CLOSET 102 BEDROOM #2 186 o BEDROOM #3 162 p BATHROOM #2 82 w HALL 190 (n PORCH 58 SUBTOTAL 1219 58 GARAGE 360 T)TALI 29231 3101 360 PAINTED METAL STORM HATCH (BILGO DOOR) 0 Ip RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN MAY 22, 2003. GROUND FLOOR PLAN A-4 RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT. NY ARCHITECT PETER GORMAN MAY 22, 2003. - 2ND FLOOR PLAN A-5 RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN e MAY 22, 2003. -ROOF PLAN A-` i BLUESTONE " CHIMNEY OAP MA50NRY CHIMNEY ASSEMBLY W/ FIELD STONE VENEER CLEAR WHITE LEADER CLEAR WHITE DEADER CLEAR WHITE LEADER COPPER FLASHING AND SHINGLE RIDGE GAP W/ SHINGLES OVER X 4 SHINGLES OVER I X 4 COUNTER FLASHING DONT. RIDGE VENT SPACED 5HEATHING SPAGED SHEATHING COPPER FLASHING AT COPPER FLASHING AT GABLE END VENT ROOF ANGLE BREAK ROOF ANGLE BREAK 1 12 (TMP) 5 2 (TYP) 2 12 s - 12 5 5 PAINTED WOOD RAKE PAINTED WOOD RAKE MOARp W/ APPLIED BOARD W/ APPLIED 1 MOLDING OF DOLLAR BEAM MOLDINGo BOTTOM Eo + 43'-1 1/2" 4 \ 4 CLEAR WHITE CEDAR CLEAR WHITE CEDAR LT 12 SHINGLES OVER 159 FELT SHINGLES OVER 151 FE .9 W/ 5" EXPOSURE MPJ 12 W/ 5° EXPOSURE (NPA `- iW 8310 W 2431 TW35310 W 2431 TW'�0310 12 12 CONT. PAINTED ALUM, 5� - 5 GWUTTETO. PRIMED ALUM. W/ REMOVABLE GUTTER EMOVABLE W/ R DEBRIS GUARr (TYPJ -DEBRIS GUARD (TYP.) 2NDFLOOR EL. /Ilk I PAINTED WOOD TRII-0 PAINTED WOOD TRIM BOARD BOARD PAINTED WOOD TRIM PAINTED WOOD WINDOW BOARD W/ DRIP GAP CA51NO W/ DRIP CAP (TYPJ (TYP.) PAINTED WOOD RAILIN VINYL GLAD WOOD BALUSTERS AND NEWEL WINDOW ASSEMBLY TW 2 1 W 30410 W 20 W 2441 W 2441 At 204 PAINTED WOOD TRIM BOARD W/ DRIP OAP - (rrP7-_ - IST FLOOR EL IST FLOOR B EL. EL. + 24'-6" -- - POOL AREA EL. - - - _ ------ ----- it i i v CIC CONCRETE TI01 W/ GEMENT PLASSTERTER FARE CIF CONCRETE FOUNDATION WALL - — W/ CEMENT PLASTER PARSING AND P BIT. WATERPROOFING BELOW I BIL WATERPROOFING BELL GRADE LINE (1YP.) (T GRADE LINEYPJ rL--------_---------------�, L- - - - - - - _ - - - - - - - - - - - - - - - J _ _ _ I - - BASEMENT FLOOR � _ - - - - I -� -1 EL +16._0.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - j' ------------- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 1 SOUTH ELEVATION Scala : v4�� = l - RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY i iY ARCHITECT PETER GORMAN APRIL 23, 2003. -ELEVATION A-7 BLUESTONE CHIMNEY OAP MASONRY CHIMNEY A55EMBLY W/ FIELD STONE VENEER CLEAR WHITE DEADER SHINGLE RIDGE GAP W/ CONT. RIDGE VENT CU5TOM COPPER FINIAL W/ ROOF CAVITY VENTING CLEAR WHITE GEADE . SHINGLES OVER I X 4 SPACED 5HEATHIN6 PAINTED WOOD FACIA BOARD ,5 GROWN MOLDING PAINTED WOOD COVE MOLDING VINYL GLAD WOOD WINDOW ASSEMBLY BOTTOM OF OOLLAR BEAM EL. + 43'-I 1/2" ® ® TA 2444 (T � (TYP) �- 12 W 2431 TW3B310 W 2431 5� 2ND FLOOR EL. N F17 ❑ LLL -q 241C 1 124t W 21010 TW 510 I W2101 W20510 W21051 TW3510 W210510 W20510 IST FLOOR A EL. _ OOR B EL. POOL AREA EL _ - - - P I I I I I I I I I I I I I I I I I I I I -------------------LI FLOOR - CI - ----- - - - - ------- -J - - - - - - - - - BASEMENT - - _ _ _ _ _ _ _ _ - - - - - - - - - - - - --------------- -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 NORTH ELEVATION SCALE 11/4" - V -D. RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ff, ARCHITECT PETER GORMAN APRIL 23, 2003. - ELEVATION A-8 15T FLOOR B El EL. + 24'-d' BOTTOM OF BEAM CL. + 54'-1 I/2" CLEAR WHITE DEADER SHINGLES OVER I X 4 SPACED SHEATHING Q - COPPER FLASHING AT ROOF ANGLE BREAK (TYPJ BOTTOM OF COLLAR BEAM EL + 43'-1 1/2" CLEAR WHITE CEDAR — 5HINGLE5 OVER 15k FELT W/ 5" EXPOSURE (TYP) 12 CONT. PAINTED ALUM. - GUTTER W/ REMOVABLE. DEBRIS GUARD (TYP) 2ND FLOOR EL. EL. + 35'-"1 1/2" PAINTED WOOD TRIM - BOARD PAINTED WOOD TRIM — BOARD W/ DRIP OAP (TYPJ - O 15T FLOOR A EL. EL. POOL AREA EL. u CUSTOM COPPER FINIAL W/ ROOF CAVITY VENTING 13LUESTONE CHIMNEY GAP CLEAR WHITE LEADER SHINGLES OVER I X 4 SPACED S OVER INC MA50NRY CHIMNEY ASSEMBLY W/ FIELD STONE VENEER PAINTED WOOD _ — — FAG44-10 D N OROWN MOLDING COPPER FLASHING AND® PAINTED WOOD COUNTER FLASHING Q GO VE MOLDING a VINYL GLAD WOOD CLEAR WHITE GEADER. WINDOW ASSEMBLY SHINGLE RIDGE OAP W/ 12 CONT. RIDGE VENT W 2451 SINGLE PIECE 12 (T,P) COPPER SILL S DOVER 4 ® CLEAR WHITE CEDAR SHINGLES OVER ISM FELT W/ 5" EXPOSURE (TYP) 12 W 2431 W 2431 12 CLEAR WHITE GEADER � 5 SHINGLESSPACED 5HOEA HINC rf `j�rf rrl- I ill � f i nu mum m 11110 mo PAINTED .. . OODCOLUMNS BALUSTERS AND MENELPOSTS (TYP) lit rf `j�rf rrl- I ill � f i PAINTED .. . OODCOLUMNS BALUSTERS AND MENELPOSTS (TYP) lit ■\I ■■ ilk W 2431 TW 30310 W «oi III CIP CONCRETE FOUNDATIO 4 WALL W/ CEMENT PLASTER PARC INS AND BIT. WATERPROOFING BEL W GRADE LINE (TMP) — — — — --�------------ rjl------------------ BASEMENT FLOOR _ — — — I A- — — � — — -I- — — — — - - — — — — — — — — — — — — — — — — — — — — — — — L----------------------------------------------- - J 1 EAST ELEVATION SCALE : 1/4" =1'-0" CIP CONCRETE FOUNDATION WALL W/ GEMENT PLASTER PARGIN& AND BIT. WATERPROOFING BELOW GRADE LINE (TYPJ RESIDENCE OF PETER &GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY B0 ARCHITECT PETER GORMAN APRIL 23, 2003. - ELEVATION A-9 15T FLOOR B EL. EL. + 24'-6" EOTTOM OF BEAM EL + 54'-I I/2" BOTTOM OF GOLLAR BEAM EL. + 43'-I 1/2" 2ND FLOOR EL, 1ST FLOOR A EL. EL + POOL AREA EL. + 22'-5" BASEMENT FLOOR EL. + 16-0" �o r N O BLUE5TONE CHIMNEY OAP RY GHIMNEY — 3LY W/ FIELD VENEPR COPPER FLASHING AND COUNTER FLA5HIN6 CLEAR WHITE DEADER SHINGLE RIDGE OAP W/ CONT. RIDGE VENT O S III TW 3652 III I mILEI 0 0 CLEAR WHITE LEADER SHINGLES OVER I X 4 5PACED SHEATHING COPPER FLASHING AT' ROOF ANGLE BREAK (TYP.) CLEAR WHITE CEDAR 5HINSLES OVER ISI FELT W/ 5' EXPO5URE (TYPJ I I I I I I I I I ------- — —— - - J r— — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J WEST ELEVATTON SCALE : 1/4" = 1'-0" DONT. PAINTED ALUM. GUTTER W/ REMOVABLE DEBRIS GUARD (TYPJ PAINTED WOOD TRIM BOARD CUSTUM WOOD 5EOTIONAL OVERHEAD GARAGE DOOR A55EMELY N REMOTE OPENER PAINTED WOOD TRIM BOARD W✓ DRIP CAP (TTP) OIP CONCRETE FOUNDATION WALL W/ GEMENT PLA5TER PARGIN6 AND BIT. WATERPROOFING EELOW GRADE LINE (TYP) RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN APRIL 23, 2003. -ELEVATION A-10 BOTTOM OF COLLAR BEAM EL. + 43'-1 1/2" r 2ND FLOOR EL f 0 0 O I5T FLOOR A EL. 15T FLOOR B EL. EL. + 25'-6" EL. + 24'-6" POOL AREA EL. EL .+ 22'-6" 6 EL. + 0 CUSTOM GOPPER FINIAL W/ ROOF CAVITY VENTING I �\\\\ HALL BLUESTONE CHIMNEY GAP MASONRY CHIMNEY A55EMBLY W/ FIELD STONE VENEER -COPPER FLASHING AND COUNTER FLASHING -CLEAR WHITE GEADER 514I1461E- RIDGE CAP W/ GONT. RIDGE VENT JI JL- WOOD HEADER A5 REGUIRD �❑ PAINTED WOOD WINDOW CASING W/ DRIP OAP o BATH 2 IN VYL VINYL GLAD WOOD WINDOW ASSEMBLY PAINTED WOOD WINDOW SILL W/ APRON (TYP) WOOD HEADER A5 REiUIRD ®PAINTED WOOD WINDOW LASING W/ DRIP GAP DEN 4 (TYP) VINYL GLAD WOOD WINDOW ASSEMBLY PAINTED WOOD WINDOW SILL W/ APRON (TYP) PAINTED WOOD TRIM BOARD WI DRIP GAP (YP) PAINTED METAL STORM HATCH (31LOO DOOR) FOU `GIP CONCRETE STEF �1 AA SECTION SCALLv4^ = r-0° RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ff ARCHITECT PETER GORMAN APRIL 23, 2003. - SECTION A-11 BOTTOM OF BEAM BASEMENT FLOOR EL. + Ib' -O" CUSTOM COPPER FINIAL W/ ROOF CAVITY VENTING CLEAR WHITE LEADER SHINGLES OVER I X 4 SPACED SHEATHING PAINTED WOOD _ _ _ _—FAOMBOARD W/ — — — — — GROWN MOLDING ® ® PAINTED WOOD COVE MOLDING R-30 FIBERGLASS BATT INSULATION W/ CLEAR WHITE LEADER VAPOR BARRIER - PROVIDE PREFORMED SHINGLE RIDGE OAP W/ AFF E AT ALL LOCATIONS WHERE DONT. RID5E VENT VENT B L INSULATION 15 IN CONTACT W/ UNDERSIDE OF 12 12 SINGLE PIECE ROOFING COPPER SILL ij DOVER I rm LL WOOD HEADER AS — — REQVIRD HOOD GASINCDW/ DRIP OAP NUCH rTYPJ MASTE / /0 VINYL GLAD WOOD BATHRO / / \ WINDOW ASSEMBLY 2 \ PAINTED WOOD WINDOW s �� MASTEREDB ROOM SILL W/ APRON (TYP) i WOOD HEADER A5 R-30 FIBERGLASS BATT REOUIRD INSULATION W/ VAPOR BARRIERR FAOIN5 UP 5/B" TYPE X GYP BD. - ® ® CA51NOOW/ DRIP CAP OW ALL SURFACES IN GARAGE 3 (TYPJ GARAGE v VINYL GLAD WOOD WINDOW ASSEMBLY KITCHEN DINING ROOM PAINTED WOOD WINDOW SILL W/ APRON (TYPJ PAINTED WOOD TRIM BBARB-bVORIP GAP b" CONCRETE SLAB- _ GIP CONCRETE FOUNDATI SLOPE TO DOOR _ — _ — — — — — W/ CEMENT PLASTER PAR BIT. WATERPROOFING BEI GRADE LINE (TYR) I 2 CC SECTION SCALE : 1/4" =1'-0" GU5TOM COPPER FINIAL W/ ROOF CC{` CAVITY VENTIN5 I BLUESTONE ^ —� BOTTOM OF BEAM EL. + 54'-1 VD" 4 BOTTOM OF DOLLAR BEAM Y EL. + 43'-1 1/2" DONT. PAINTED ALUM. GUTTER W/ REMOVABLE DEBRIS GUARD (TYPJ 1 2ND FLOOR EL. _ EL. a 35'-1 1/2" BOTTOM OF COLLAR BEAM O EL + 43'-1 1/2" BOARD W/ DRIP GAP (TYPJ a �115T FFL�O�O�Ry 1 IST FLOOR B EL. EL' r 2ND FLOOR EL_ {}l EL + 3T 5'-'i I/2' Q iv b IST FLOOR A EL. LDT FLOOR B EL. L. 24'-b" REA EL. POOL A'- EL + 22 BASEMENT FLOOR EL. + Ib' -O" CUSTOM COPPER FINIAL W/ ROOF CAVITY VENTING CLEAR WHITE LEADER SHINGLES OVER I X 4 SPACED SHEATHING PAINTED WOOD _ _ _ _—FAOMBOARD W/ — — — — — GROWN MOLDING ® ® PAINTED WOOD COVE MOLDING R-30 FIBERGLASS BATT INSULATION W/ CLEAR WHITE LEADER VAPOR BARRIER - PROVIDE PREFORMED SHINGLE RIDGE OAP W/ AFF E AT ALL LOCATIONS WHERE DONT. RID5E VENT VENT B L INSULATION 15 IN CONTACT W/ UNDERSIDE OF 12 12 SINGLE PIECE ROOFING COPPER SILL ij DOVER I rm LL WOOD HEADER AS — — REQVIRD HOOD GASINCDW/ DRIP OAP NUCH rTYPJ MASTE / /0 VINYL GLAD WOOD BATHRO / / \ WINDOW ASSEMBLY 2 \ PAINTED WOOD WINDOW s �� MASTEREDB ROOM SILL W/ APRON (TYP) i WOOD HEADER A5 R-30 FIBERGLASS BATT REOUIRD INSULATION W/ VAPOR BARRIERR FAOIN5 UP 5/B" TYPE X GYP BD. - ® ® CA51NOOW/ DRIP CAP OW ALL SURFACES IN GARAGE 3 (TYPJ GARAGE v VINYL GLAD WOOD WINDOW ASSEMBLY KITCHEN DINING ROOM PAINTED WOOD WINDOW SILL W/ APRON (TYPJ PAINTED WOOD TRIM BBARB-bVORIP GAP b" CONCRETE SLAB- _ GIP CONCRETE FOUNDATI SLOPE TO DOOR _ — _ — — — — — W/ CEMENT PLASTER PAR BIT. WATERPROOFING BEI GRADE LINE (TYR) I 2 CC SECTION SCALE : 1/4" =1'-0" GU5TOM COPPER FINIAL W/ ROOF CC{` CAVITY VENTIN5 I BLUESTONE ^ —� BOTTOM OF BEAM EL. + 54'-1 VD" 4 BOTTOM OF DOLLAR BEAM Y EL. + 43'-1 1/2" DONT. PAINTED ALUM. GUTTER W/ REMOVABLE DEBRIS GUARD (TYPJ 1 2ND FLOOR EL. _ EL. a 35'-1 1/2" BA5EMENTF DD SECTION EL +'e`D" I SCALE : 1/'v =1'-0" RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ti ARCHITECT PETER GORMAN APRII-23, 2003. - SECTIONS A-12 O PAINTED WOOD TRIM —� BOARD W/ DRIP GAP (TYPJ A M. �115T FFL�O�O�Ry 1 IST FLOOR B EL. EL' EL. +-24'-b'. POOL AREA EL. _ Q BA5EMENTF DD SECTION EL +'e`D" I SCALE : 1/'v =1'-0" RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ti ARCHITECT PETER GORMAN APRII-23, 2003. - SECTIONS A-12 CUSTOM COPPER FINIAL W/ ROOF CAVITY VENTING I CLEAR WHITE DEADER ROOF SHEATHING TO BE 3/4" PLYWOOD SH\ SHINGLE RIDGE GAP W/ W/ ICE SHIELD TO 24" FROM FACIA yNOP I2 CONT. RIDGE VENT IX4 (3/4" X 3 f/2')ANSPACEDT SHEATHING NG p p �PCEO 5 CONT. COPPER (TYP ALL CONDITIONS) 7--�,,C� \ X FLASHING AT ROOF ^�\N ANGLE BREAK (TYP, �E BOTTOM OF DOLLAR BEAM ' EL. 43'-I 12" — / ® ® 4 12 / 12 MA5TER 5 BA HROOM 2ND FLOOR EL EL. + 35'-1 1/2" IST FLOOR A EL. 15T FLOOR B F.L. EL. t 25'-6' EL. a 24'-6" — — — — - POOL AREA EL. EL + 22'-0" — v BASEMENT FLOOR EL. , 16-O" i `- R-30' FIBERGLA55 BATT INSULATION W/ VAPOR BARfdIERR FACING UP 5/ " TYPE x GYP. BD. - A- SURFACES IN GARAGE DONT. WOOD HEADER OUSTUM WOOD SECTIONAL OVERHEAD GARAGE GARAGE DOOR ASSEMBLY W/ REMOTE OPENER 6" CONCRETE SLAB - SLOPE TO DOOR BLUESTONE CHIMNEY GAP MASONRY GHIMNEY ASSEMBLY W/ FIELD STONE VENEER R-30 FIBERGLASS BATT INSVLATIC -COPPER FLASHING AND W/ VAPOR BARRIER - PROVIDE COUNTER FLASHING PREFORMED VENT BAFFLE AT ALL LOCATIONS WHERE INSULATION 15 1 CONTACT W/ UNDERSIDE OF ROOFING CLEAR WHITE LEADER 4 -GLEAR WHITE LEADER /Xysp SPACED SHEATHING SHINGLE RIDGE CAP W/ 12 CONT. RIDGE VENT AOFO 5� 5/yEq n+'iry P/Y 'p"COPPER FLASHING AT SyFgh�O (OO) ANSLE BREAK 4 ® GONT. PAINTED ALUM, GUTTER W/ REMOVABLE DEBRIS G)ARD (TYP.) 2 B B A \ PAINTED PIOOD WINDOW CASING W/ COVE MOLD. 12 AT SOFFIT (TYP.) g VINYL OL/'.D WOOD WINDOW ASSEMBLY DONT, COPPER FLASHING WOOD HEADER AS REQVIRD ®© irk®® ® PAINTED WOOD WINDOW v III II VN LGW/DRIP GAP IIpIII�IILlllllllll VINYL CLAD WOOD WINDOW ASSEMBLY BEDR OMI 5L-ROTR) W 1L NN (Y FAINTED WOOD TRIM —-BBhRB-YV-DRW CAP (TYP) GIP GONGRETE FOUNDATION WALL W/ CEMENT PLASTER PARSING AN — — ELT..WATERPROOFING BELOW GRADE LINE (TYP) F_ -r------------------------------------------- - - - -T L - J BB SECTION SCALE: 1/4" = 1'-0" RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN APRIL23, 2003. - SECTION A-13 NOTES 1. ALL WINDOWS BY ANDERSEN CORP. - 400 SERIES 2. EXTERIOR COLOR WHITE, INTERIOR COLOR TBD 3. GRILLES TO BE MODIFIED PATTERN: COLONIAL STYLE ONLY ON UPPER LITES. 4. PROVIDE FULL SCREENS, BY ANDERSON TP COMPLEMENT ALL 400 SERIES WINDOWS 5. ALL WINDOW TO HAVE REMOVABLE EXTERIOR GRADE PLYWOOD SHUTTERS, HARDWARE CONFORMING TO CODE, SEE PANEL TYPES BELOW QTY DIMENSIONS LIGHT AND AIR CALCULATIONS FOR HABITABLE ROOMS WINDOW SCHEDULE UNIT DIMENSION NETLIVING1 REQUIRED LOCATION TAG QTY SIZE GLAZED AREA VENT. AREA HEAD HEIGHT STORM PANEL REMARKS LIVING ROOM TW 38510 1 T-9 5/8 X V-0 7/8 17.33 8.66 8'-0" A GRILL ELEMENTS BETWEEN PANES LIVING ROOM TW 210510 4 2'-11 5/8 X W-0 7/8 12.88 6.44 8'-0" E GRILL ELEMENTS BETWEEN PANES UPPER LIVING ROOM TW 38310 1 T-9 5/8 X 4'-0 7/8 10.83 5.41 80 86 C GRILL ELEMENTS BETWEEN PANES UPPER LIVING ROOM TW 24310 2 2'-5 5/8 X 4'-0 7/8 6.38 3.19 v.51 � G GRILL ELEMENTS BETWEEN PANES UPPER LIVING ROOM OVL 1824 2 V-7 3/4 X 2'-4 3/8 MECHANICAL VENT. PROVIDED 3.43IMI'll POWDER ROOM M GRILL ELEMENTS BETWEEN PANES DINING ROOM DHT 2423 3 2'-5 5/8 X 2'-5 5/16 MASTER BEDROOM 395. T-0" L GRILL ELEMENTS BETWEEN PANES DINING ROOM TW 24510 2 2'-5 5/8 X 6-0 7/8 10.22 5.11 T-0" F GRILL ELEMENTS BETWEEN PANES DEN TW 38510 2 T-9 5/8 X 6-0 7/8 17.33 8.66 7'-0" A GRILL ELEMENTS BETWEEN PANES DEN TW 210510 2 2'-11 5/8 X6'-07/8 7/8 12.88 6.44 7'-0" E GRILL ELEMENTS BETWEEN PANES DEN TW 24510 2 2'-5 5/8 X V-0 7/8 10.22 5.11 7'-0" F IGRILL ELEMENTS BETWEEN PANES BEDROOM #1 TW 38410 2 T-9 5/8 X T-0 7/8 14.08 7.04 7'-0" B OOMS BEDROOM #1 TW 20410 1 2'-1 5/8 X V-0 7/8 6.86 3.43 T-0" J 14 !W BATHROOM #1 TW 20410 1 2'-1 5/8 X T-0 7/8 6.86 3.42 T-0" J VESTIBULE TW 18210 1 V-9 5/8 X T-0 7/8 2.91 1.45 7'-0" K FOYER TW 24410 2 2'-5 5/8 X 5'-0 7/8 8.31 4.15 T-0" G KITCHEN TW 3832 1 T-9 5/8 X 3'-4 7/8 8.66 4.33 T-0" D GARAGE TW 38410 1 X-9 5/8 X V-0 7/8 14.08 7.04 T-0" B GARAGE TW 20410 2 2'-1 5/8 X 5'-0 7/8 6.86 3.43 T-0" J HALL TW 24310 2 2'-5 5/8 X 4'-0 7/8 6.38 3.19 6'-8" H HALL TW 24310 2 2'-5 518 X W-0 7/8 6.38 3.19 V-8" H BEDROOM #2 TW 24310 1 2'-5 5/8 X 4'-0 7/8 6.38 3.19 6'-8" H BEDROOM #3 TW 38310 2 T-9 5/8 X 4'-0 7/8 10.83 5.41 6'-8" C BATHROOM #2 TW 24310 1 2'-5 5/8 X 4'-0 7/8 6.83 3.19 6'-8" H MASTER BEDROOM CTC 2 1 W-0 X 2'-2 5116 N MASTER BEDROOM TW 38310 1 3'-9 5/8 X 4'-0 7/8 10.83 5.41 6'-8" C MASTER BEDROOM TW 24310 10 2'-5 5/8 X 4'-0 7/8 6.38 3.19 6'-8" H UPPER TOWER TW 24510 12 2'-5 5/8 X V-0 7/8 10.22 5.11 F GRILL ELEMENTS BETWEEN PANES MASTER BATHROOM TW 38310 2 1 3'-9 5/8 X 4'-0 7/8 10.83 5.41 6'-8" C BASEMENT TW 38310 1 3'-9 5/8 X 4'-0 7/8 10.83 5.41 C BASEMENT TW 24310 2 2'-5 5/8 X W-0 7/8 6.38 3.19 H BASEMENT P NOTES 1. ALL WINDOWS BY ANDERSEN CORP. - 400 SERIES 2. EXTERIOR COLOR WHITE, INTERIOR COLOR TBD 3. GRILLES TO BE MODIFIED PATTERN: COLONIAL STYLE ONLY ON UPPER LITES. 4. PROVIDE FULL SCREENS, BY ANDERSON TP COMPLEMENT ALL 400 SERIES WINDOWS 5. ALL WINDOW TO HAVE REMOVABLE EXTERIOR GRADE PLYWOOD SHUTTERS, HARDWARE CONFORMING TO CODE, SEE PANEL TYPES BELOW Al. QTY DIMENSIONS LIGHT AND AIR CALCULATIONS FOR HABITABLE ROOMS § UNIT DIMENSION NETLIVING1 REQUIRED PROVIDED REQUIRED PROVIDED § FWH 29BOAL AREA GLAZED AREA I GLAZED AREA 1 VENT. AREA VENT. AREA !REMARKS § LIVING ROOM 436 35.04 96.44 17.52' 46.22 OVAL WINDOWS ARE NOT OPPERABLE � DINING ROOM 187 14.96 20.44 7.48 . 10 07 GLAZED EXTERIOR DOOR NOT INCLUDED O KITCHEN 174 0 8.66 0 4.331 KITCHEN EXHAUST HOOD PROVIDED O DEN ... 328 26.24 80 86 .. 13 12 .... .. ... ... 40.43 a I- BEDROOM #1' 236' 18.88 35.02'1 9 44 v.51 � rn BATHROOM #1,... � 621, 3 ........ 6.861... 1.5 MECHANICAL VENT. PROVIDED 3.43IMI'll POWDER ROOM 27 ..... -. 0 0 I D OIMECHANICAL VENT. PROVIDE11 D 1 11 -SEE NOTE #1 MASTER BEDROOM 395. 316 197.271 150 98.63 - 0 MASTER BATHROOM 102' 3' 21 66� 1.51 iD 831MECHANICAL VENT PROVIDED LL BEDROOM #2 186 1488. 2904 744 2411NCLUDES SAX68 OPERABLE DOORS TO BALCONY-� O .,....,-__-.-,_._..-.,„,..._.........,_....-...,. BEDROOM #3 162 .12. _......,...._.. 12.96 21.6,...,__ 21.66 - .._....,10 6.48; .. .._ __.. .....,...___ _..._..... 10 83 N BATHROOM #2- - - ._ 821 _ __ - 3! 6.831 3.41 MECHANICAL VENT. PROVIDED NOTES _ . - _,_._- - -_ 1 `GLAZING NOT REQUIRED WHERE AT.71CAI'L LIGHT AND MECHANICAL VENTILATION IS PROVIDED ALL UST FANS IN OOMS TO DE MINIMUM 50 INTERMITTENT OPE RATION O4"/DI " 3 ,MINIMUM REQUIRED GLAZED AREA IS 8/o OF FLOOR AREA j ....... ..,... ,- .. .... . 14 !W OF FLOOR AREAfM ., _ .. NIM MAREQUIRED VENTILARTION AR AIS Al. ,�bx• QTY DIMENSIONS LOCATION § UNIT DIMENSION ROUGH OPENING § HEIGHT WIDTH § FWH 29BOAL tw seslo 2' 8-1/8" 7' 11-1/2" m sero § LR TO SCREENED PORCH SEE NOTE #5 § 1 4' 11-1/4" ,�bx• 2111{' DOOR SCHEDULES DOOR TYPE QTY DIMENSIONS LOCATION 4 UNIT DIMENSION ROUGH OPENING WIDTH HEIGHT WIDTH 4 FWH 29BOAL E3 2' 8-1/8" 7' 11-1/2" m sero § LR TO SCREENED PORCH SEE NOTE #5 § 1 4' 11-1/4" 6' 10-3/8" 5' 0" 6' 11" 2111{' DOOR SCHEDULES DOOR TYPE QTY DIMENSIONS LOCATION REMARKS UNIT DIMENSION ROUGH OPENING WIDTH HEIGHT WIDTH HEIGHT FWH 29BOAL 1 2' 8-1/8" 7' 11-1/2" 2'.9" 8' 0" LR TO SCREENED PORCH SEE NOTE #5 FWH 50611APLR 1 4' 11-1/4" 6' 10-3/8" 5' 0" 6' 11" DR TO OUTSIDE SEE NOTE #5 FWH 5068APLR 1 4' 11-1/4" 6' 7-1/2" 5' 0" 6' B" BR TO DECK SEE NOTE #6 FWH 29611AL 1 2' 8-1/8" 6' 10-3/8" 2' 9" 6' 11" KITCHEN TO OUTSIDE SEE NOTE #6 6' 1 2' 9'. 6' 8" PLAYROOM TO OUTSIDE NOTES: 1, ALL DOORS TO OUTSIDE BY ANDERSEN CORP. EXCEPT ENTRY DOOR 2. FRONT ENTRY DOOR TO BE CUSTOM WOOD AS SPECIFIED BY OWNER, TO INCLUDE CUSTOM WOOD SCREEN DOOR - SEE NOTE #5. 3. EXTERIOR COLOR WHITE, INTERIOR COLOR TBD 4. GLAZING TO BE HIGH PERFORMANCE, CONFORMING TO CODE IN HIGH WIND ZONE (120 MPH). 5. PROVIDE CUSTOM PAINTED WOOD SCREEN DOOR AS REQUIRED - TBD 6. PROVIDE PROPRIETARY SCREEN DOOR AS REQUIRED DOOR TYPE QTY DIMENSIONS WIDTH X HEIGHT D1 WOOD DOOR 6 PANELS 2, 0" X 7' 0" D2 2' 6" X 72 0" D3 2 X (2' 0" X 6' B") D4 1 2 X (2' 4" X 6' 8") D5 2' 0" X 6' B" D6 2' 6" X 6' 8" D7 2 X (2' 0" X 7' 0") D8 WOOD DOOR 1 2' 6" X 6' 8" NOTES: HARDWARE TO BE SPECIFIED BY OWNER. T I I I § .w sumo 4 V 9 RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY R ARCHITECT PETER GORMAN APRIL 23, 2003. NOTES: 1. ALL PANELS TO BE 3/4" COX PLYWOOD WINDOW & DOOR SCHEDULES 2. PANELS ARE SUITABLE TO SUSTAIN A MAXMIUM WIND SPEED (3 STORM PANEL DIAGRAMS SECOND GUST) OF 130 MPH 3. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD TYPES STRUCTURAL PANEL DEBRIS PROTECTION PANEL A 4. ALL FASTENERS TO BE 2-1/2" #6 STAINLESS STEEL WOOD SCREWS. / \ 14 5. ALL PANELS TO BE PRE -DRILLED W/ 3/16" HOLES C.O. 3 PLUMBING RISER DIAGRAM HOUSE TRAP SCALE: NTS PLUMBING NOTES: 1. ALL BRANCH LINES TO HAVE BALL TYPE ISOLATION VALVES. 2. 3. 4. 5, 6. 7. a. 9. 10 PROVIDE BLEED VALVES AT ALL BRANCH PIPING FOR ISOLATED LINE DRAINAGE PROVIDE PROPRIETARY WATER FILTRATION SYSTEM WITH BYPASS LOOP. PROVIDE INSULATION ON ALL EXPOSED PIPING IN THE BASEMENT. PROVIDE ELECTRIC SUMP PUMP IN PREMOLDED PVC PIT WITH FITTED COVER AND EMERGENCY BATTERY BACK-UP. ALL EXTERIOR HOSE BIBS TO BE FREEZE PROOF. DO NOT INSULATE PIPE BEYOND VALVE BODY. ALL WASTE LINES TO BE CAST IRON NO HUB. ALL VENT LINES TO BE PVC. PROVIDE METAL DRIP PANS WITH PRIMARY AND OVERFLOW DRAINS AT ALL A/C AIR HANDLING UNITS. ALL PLUMBING FIXTURES TO BE SPECIFIED BY OWNER EXISTING GRADE (ELEVATION 20.09 SEPTIC NK SEPTIC SYSTEM DIAGRAM NOTES: 1. SPETIC SYSTEM SIZED FOR A 1 TO 4 BEDROOM HOUSE 2. SEE DRAWING A-2 FOR ADDITIONAL INFORMATIUON 3. REFER TO SURVEY FOR TEST HOLE INFORMATION 05E I GAS RISER DIAGRAM SCALE:NTS RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT. NY k, ARCHITECT PETER GORMAN APRIL23, 2003. - PLUMBING RISER DIAGRAM - GAS RISER DIAGRAM -SEPTIC SYSTEM DIAGRAM A - 14A 1 TYPICAL PARTITION 2 BATHROOM WALL 1 3 BATHROOM WALL 2 4. SECTION DETAIL @ FIREPLACE 1/2 " GWB 1/2 " GWB 1/2" GREENBOARD 1/2 " GREENBOARD WALL TILE UP TO 7'-0" 2x4 WOOD STUD RUN @ 16" ON CENTER 2-1/2" METAL STUD RUN @ 16" ON CENTER 1/2 " CEMENT BACKER BOARD UP TO 7'-0" MINERAL FIBER ROCKWOOL (ACOUSTICAL INSULATION) MINERAL FIBER ROCKWOOL 2x4 WOOD STUD (ACOUSTICAL INSULATION) RUN @ 16" ON CENTER „ MINERAL FIBER ROCKWOOL 2 LAYERS 5/8" GYP. BD. (ACOUSTICAL INSULATION) FLU LINER 5 SHOWER DETAIL 6 BATHROOM & KITCHEN FLOOR �00000117— MANTEL BLOCKING AS REQUIRED 1/2" CEMENT BACKER BOARD FLOOR TILE TILE WATERPROOF MEMBRANE optional 0'-2" FIELD STONE THINSET MORTAR REINFORCING SHOWER PAN 1 1/4" MIN -2" MAX DRAIN MORTAR BED or 2 LAYERS 1/2" CEMENT BACKER BOARD�—MIETAL ANGLE REINFORCED MORTAR BED " 3/4" PLYWOOD SLOPED 1/4" PER FT "SUBFLOOR FIRE BOX WOOD JOIST 3/4" PLYWOOD SUBFLOOR BLUE STONE DIMENSIONS OF HEARTH AS PER FIREPLACE U EQ F. RI REQUIREMENTS 7 DETAIL @ DECK 8 COFFER DETAIL @ COLUMN I I I / 777 d I 4" REINF. CONC. SLAB BLOCKING AS REQUIRED {}�-� d —vl d I _ SOLID RAIL 2-1/2" COVE MOULD d 1 ° _ —AIR INTAKE — a`o 1x6 I 9 1/2" PLYWOOD °4 WATERPROOF MEMBRANE 9 ° CONTINUOUS FROM UNDER 41 SIDING TO FLASHING EDGE OF DECK CAPED I. JOIST BOLTED OR NAILED TO SCUPPER ° WALLAS PER CODE BELOW ROOF d ° TEAK WOOD ASSEMBLY d d SLOPE 1/4" PER FT (18" base) OLUMN ° I a I I ® ELBOW TO DOWNSPOUT IN ° d COLUMN I ° d b 'd THROUGH -WALL d FLASHING a a ° lx3 WEATHER RESISTANT SLEEPERS @ 12" on center, 4Q 4 ° d ORIENT IN DIRECTION OF SLOPE RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY q h; ARCHITECT PETER GORMAN APRIL 23, 2003. - DETAILS A-15 1 DETAIL @ FOUNDATION WALL 2 DETAIL @ GROUND FLOOR & WALL W/ WINDOW SILL 3 DETAIL @ 2ND FLOOR & WALL W/ WINDOW JAMB ANDERSEN WINDOW MOISTURE BARRIER WRAP R-19 FOIL BATT INSULATION INSTALLED @ ALL SIDES OF ALL OPENINGS TYVEK HOUSE WRAP 5/4" X 4" APRON 1/2" PLYWOOD SHEATING 2"X6" PT MUDSILL 4 ANCHOR BOLTS PER CODE WHITE CEDAR SHINGLES WHITE CEDAR SHINGLES CONTINUOUS TERMITE SHIELD 5" EXPOSURE 5" EXPOSURE 5/8" GYP.BD. 3/4" PLYWOOD SUBFLOOR INTERIOR WALL FINISH -1/4" RIM JOIST ° 2" X 6" 16" O.C.7 2 X 12 @ 16" D.C.OC CONCRETE FOUNDATION R-19 FOIL BATT INSULATION OR 2 X 10 @ 12" O.C. GRADE a 4 Wl #5 REBAR VERTICAL & HORIZ. STRAP H-8 HURRICANE TYVEK HOUSE WRAP STRAP @ 6'-0" O.C. a ( 1/2" PLYWOOD SHEATING SIMPSON H-B HURRICANE ° STRAP @ 6'-0" O.C. 2" X 6" @ 16" O.C. a 5/8" GYP. BD, 3/4" PLYWOOD SUBFLOOR INTERIOR WALL FINISH RIGID INSULATION < R-30 BATT INSULATION „ „ HEADER WATERPROOFING II 11-7/8" TJI (150) @ 16" O.C. 1-1/4" RIM JOIST FLAS 4" REINFORCED CONC. SLAB FLASHING FILTER FABRIC REQUIRED q OVER 6 MIL. POLY V.B. 5/4" X 4" CASING IF MOISTURE BARRIER WRAP BACKFILL Y INSTALLED @ ALL SIDES OF a i IJ ALL OPENINGS SLOPE TOP ° _ _ � _ _ _ _ a _ ANDERSEN WINDOW RESIDENCE OF OF FOOTG W/ MORTAR ° PETER & GRACE J GORMAN a" PERF. DRA - a o °a COMPACT FILL 440 WINDWARD ROAD ORIENT POINT, NY L�. DETAIL @ ABBREVIATED EAVE & PITCH CHANGE 5 DETAIL @ RAKE 6 4 WOOD SHAKES ABOVE s ��F� NEW"0 12 FELT AND PURLINS ;` . FLASHING @ PITCH CHANGE, FLASHING ARCHITECT GORMAN 5/8" SOLID SHEATING 12PETER 5/8" PLYWOOD SOLID SHEATING RAFTER 6 1"X 10" CEDAR TRIM BARGE RAFTER R-19 BATT INSULATION WOOD SHAKES ABOVE SIMPSON HURRICANE 2--X "X B" RAFTER @ 24" O.C. FELT AND PURLINS STRAP @ VI BEAD BD WOOD TRIM WIRE MESK @ GUTTER BLOCKING @ PANEL EDGES 5/8'1 INTERIOR WALL FINISH 2" X 6" @ 116" O.C. / BEAD BD R-19 FOIL iSATT INSULATION CEILING DIAPHRAGM IF REQUIRED SIMPSON H-1 HURRICANE WHITE CEDAR SHINGLES �I APRIL 23, 2003. STRAP 6'-0" O.C. 5/4" X 10" 5" EXPOSURE — — — — _ _ _ _ _ _ _ CONTINUOUS FASCIA TYVEK HOUSE WRAP ` WOOD TRIM 2" WIDE CONT. 1/2" PLYWOOD SHEATING BLOCKING SCREEN VENT BETWEEN RAFTERS DETAILS A-16 NAILING SCHEDULE(WFCM-TABLE 3.1) NUMBER T DESCRIPTION OF NAILS NAIL SPACING REMARKS F FRAMING 4-Sd PER RAFTER ER TO TOP PLATE (TOE NAILED) 4- 6d 5-16d PER RAFTER EACH LAP 20' ROOF SPAN G JOIST TO TOP PLATE (TOE NAILED) -16d EACH LAP 20' ROOF SPAN NG JOIST TO PARALLELL RAFTER FACED NAILED)5 L FRAMING IBRIDGINGTO 2-16d PER FOOT LATE TO TOP PLATE NAILED) q.16d JOINT -EACH SIDE LATES AT INTERSECTIONS (FACE NAILED) 2-16d 24" O.C. TO STUD (FACE NAILED) 16d 16" ALONG EDGES ER TO HEADER (FACE NAILED) 3 -16d PER 2X6 STUD R BOTTOM PLATE TO STUD (END NAILED OM PLATE TO FLOOR JOIST BAND JOIST END JOIST OR BLOCKING FACE NAILED 2-16d PER FOOT OR FRAMI NG TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd PER JOINT GINGTO JOIST(TOE NAILED) 2-Sd EACH END BLOCKING TO JOIST (TOE NAILED) 2-6d 3.16d D EAACHCH BBLOLOCK BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-1Ed EACHJOIST LEDGER STRIP TO BEAM (FACE NAILED) 3-8d PER JOIST JOIST ON LEDGER STRIP TO BEAM (TOE NAILED) 3-16d PERJOIST BAND JOIST TO JOIST (END NAILED) 2-16d PER FOOT BAND JOIST TO SILL OR TOP PLATE TOE NAILED ROOF SHEATHING STRUCTURAL PANEL (3W' PLYWOOD. 4 PERIMETER EDGE ZONE, EDGE) 1 - 8d 6" O.0 STRUCTURAL PANEL (3/4" PLYWOOD- 4' PERIMETER EDGE ZONE, FIELD) 1 - 8d 6" OG STRUCTURAL PANEL (3/4" PLYWOOD- INTERIOR ZONE, EDGE) 1-8d 1 .8d 6"O C 12' O.0 STRUCTURAL PANEL (3/4" PLYWOOD- INTERIOR ZONE, FIELD) SPACED SHEATHING 1X4 2-Sd PERSUPPORT WALL SHEATHING STRUCTURAL PANEL (3I4" PLYWOOD -q' PERIMETER EDGE ZONE, EDGE) 1-8d 6" O.0 STRUCTURAL PANEL (3/4" PLYWOOD -4' PERIMETER EDGE ZONE, FIELD) 1 -8d 12' O.0 STRUCTURAL PANEL (3/4" PLYWOOD - INTERIOR ZONE, EDGE) 1 -8d 1 -8d 6" O.0 12' O.0 STRUCTURAL PANEL 3/4" PLYWOOD - INTERIOR ZONE, FIELD FLOOR SHEATHING - 8d 6' EDGE/12' FIELD STRUCTURAL PANEL 3/4" PLYWOOD)1 DESIGN NOTES: 1 ALL VALUES ARE DESIGNED FOR A FASTEST MILE PER HOUR WIND SPEED OF 120 MPH 2. SPACING OF ALL FRAMING MEMBERSTO BE 16' O.C. 3. THE NUMBER OF STORIES ARE 4. THE MAXIMUM WALL HEIGHT IS 10' 5, THE ENTIRE ROOF DESIGN IS BASED ON A PITCH OF 5:12 (MORE RESTRICTIVE) 6. DESIGN TO CONFORM TO 1995 SBC HIGH WIND EDITION, PRESCRIPTIVE DESIGN LEGEND W P05T DOWN FLOOR JOIST — — — FLOOR BEAM EM. LOAD BEARING NALL 1 GROUND FLOOR FRAMING PLAN RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY 5 t . ARCHITECT PETER GORMAN APRIL 23, 2003. FIRST FLOOR FRAMING PLAN S.1 LEGEND N P05T DOWN FLOOR JOIST FLOOR BEAM EXT. LOAD BEARIN6 WALL BELOW INT. LOAD BEARING WALL BELOW 5ECOND FLOOR PARTITION ARTICULATED LOAD BEARIN COLUMN BELO (TTP) POE BEL SECOND FLOOR FRAMING PLAN + SCALE 11/8" = r -V NA� RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY .Z ARCHITECT PETER GORMAN APRIL 23, 2003. SECOND FLOOR FRAMING PLAN S N 0 PRO RIETARY FLITCH PROPRIEfARYF ITCH BEA - PROPRIETARY FLITCH BEAM- RESIDENCE OF (2 12 W/ 6/B" BTEEL P T (2) 2x12 l 618" 5 l PIA E (2) 2x12 W/ 5/8" STEEL PLATE LIQ-- - -I - --r- -�-- - --�- --I-- -�- - PETER &GRACE I I I I I GORMAN POST DO BELOW (TPJ I I I I I WINDWARD440 ORIENT POINT, ROAD e I I I I I4- CO LAR B MS (2)2%10 C D I `� `:F I Z 5T OWN POST V BELOW (.) I I I BELOW (11'P.) I I I I I I I 1 � Q�k'S•, - -� - — -�-�- PROPRI ARYFLITCHB ---� - P�IETARY �- - �h ��FNEW N ARY FLITCH BEAM1- (2) 2x / SIB' STEEL PLATTE (2) 2x12 /5/8" STEEL PLATE (2) 2x12 W/ 5/8"STEL LATE POST VOW ARCHITECT 15FoW PETER GORMAN NOTES 1. ALL ROOF RAFTERSTO BE 2X10 TO ALLOW R30 INSULATION 2. ALL RAFTERS TO BE SPACED AT 16" O.0 TO CONFROM TO HIGH WIND REQUIREMENTS APRIL 23, 2003. ROOF FRAMING PLAN 1ROOF FRAMING PLAN RIDGE BEAM — 2 X 10 RAFTER 1-1/4" X 24" 20 GA METAL STRAP (5) ed NAILS EACH END (TABLE 3.3, WFGM) RIDGE BOARD 2 X 10 RAFTEF R I BOE TENSION 57RA F R;EOU I REMENTS SCALE. 3/4" = I' -O" I/2" DIA ANCHOR BOLT V'J MIN. EMBEDMENT OF T' (TYPJ •T 6" GIP CONCRETE FOUNDATION WALL LINE OF GONG. v � FOOTING BELOW T SILL FLATE TO FOUN�ATION r-,ONNF-CTION SCALE, 5/4" = 1'-0" 1-1/4" X 24" 20 GA METAL STRAP (5) 8d 14AIL5 EACH END (TABLE 3.3, WFGM) 3/4" PLYWOOD - SEE NAILING SCHEDULE FOR FASTENERS 2ND FLOOR RAFTERIJ015T 3/4" PLYWOOD - SEE NAILING 50HEDULE FOR FASTENERS IST FLOOR RAFTER%J015T — OIP FOUNDATION WALL 1-1/4" X 24" 20 GA METAL STRAP (5) 5d NAILS EACH END (TABLE 3.3, WFGM) 1-1/4" X 36" 20 GA METAL STRAP (5) 8d NAILS EACH END (TABLE 3.3, WFGY) 1-1/4" X 30" 20 GA METAL STRAP (5) Bd NAILS EACH END (TABLE 3.3, WFGM) UFL I FTL. SHEAR LATERAL WIND RESISTANCE SCALE, 3/4" = I"0" ROOF SHEATHING - SEE NAILING SCHEDULE FOR FASTENERS I ROOF 1-1/4" X 30" 20 GA METAL STRAP (5) Bd NAILS EACH END (TABLE 3.3, WFGM) RAFTER/JOIST SOLID BLOCKING, 2 BAYS AT 4'-0" O.G. 3/4" PLYWOOD - SEE NAILING SCHEDULE FOR FASTENERS I ATTIC 1-1/4" X 30'20 GA METAL STRAP (5) 6d NAILS EACH END (TABLE 3 3, WFGM) RAFTER/JO15T 50LID BLOCKING, 2 BAYS AT 4'-0" O.G. 3/4" PLYWOOD - SEE NAILING SCHEDULE FOR FASTENERS 2ND FLOOR 1-1/4" X 30" 20 GA METAL STRAP (5) 6d NAILS EACH END (TABLE 3.3, WFGM) RAFTER/JOIST SOLID BLOGKING, 2 BAYS AT 4'-0" O.G. 3/4" PLYWOOD - SEE NAILING SCHEDULE FOR FASTENERS I IST FLOOR 1-1/4" X 30" 20 GA METAL STRAP (5) ed NAILS EACH END (TABLE 3.3, WFGM) RAFTER/JOIST 50LID BLOGKING, 2 BAYS AT 4'-0" O.G. GIP FOUNDATION WALL OA E3LE ENS NA LL SRA C I NO SCALE 3/4" = 1'-0" RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY PETER GORMAN APRIL 23, 2003. LATERAL WIND, UPLIFT AND SHEAR BRACING DIAGRAMS S-4 L------- – I I I I I I I I F- – J l o l o f L— L — J J I I® L I I L_� I I I 1000 GAI. OIL TANK CURlOX I I -------------------- I I --------------- I I I I I I I I I I I I I I i I I UNEXCAVATED I I I I I I I I I I I I I I I L------- ----I- I I L---------- -------- L —,-1 Wdk L--- FtF I ___r_ - I _I- ]flrl ------------ I o – – – – – – – – – – -- – – I I I I I I I I I I I I I I I I I I I I I I I I I SLAB ON GRADE I I I I I I I I I I I I I I I I I I ----------------J L -------- --------J TED L----------7 I II I I IL I I I I 11 UNFINISHED BASEMENT I I I I I I I I I I I I I I I I I I L I L----------------�--- - — J BASEMENT ELECTRICAL PLAN SCALE : 1/4" =1'-0" LEGEND P Y' OUTLET IRoFI OUTLET ® APPLIANCE S SWITCH 33 3 WAY SWITCH DIMMER SWITCH ® 4" DIA., HIGH HAT O,wp 4" DIA., HIGH HAT WATERPROOFED CONTINUOUS LIGHT FIXTURE Q WALL MOUNTED LANTERN .SL EXTERIOR FLOOD LIGHT O ".I" BOX, WALL MOUNTED ® LIGHT WITH PULL SWITCH Am CEILING FAN O SMOKE DETECTOR ( DOOR BELL OT TELECOMMUNICATION (cumtwoomr) © TELECOMMUNICATION ATTIC VENT NOTES; -ALL INSTALLATION SHALL COMPLY WITH CODE. -ALL SWITCHES TO BE INSTALLED WITH CENTER LINE OF FIRST TOGGLE 6" FROM ADJACENT DOOR OPENING UNLESS OTHERWISE INDICATED, WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER ONE COVERPLATE. -ALL WALL SWITCHES SHALL BE MOUNTED 48" A.F,F, UNLESS OTHERWISE NOTED. -ALL SWITCH AND RECEPTACLE PLATES TO HAVE WHITE ENAMEL FINISH UNLESS OTHERWISE NOTED. -ALL ELECTRICAL RECEPTACLE OUTLETS ON SEPARATE CIRCUITS SHALL BE COLOR CODED ORANGE. -ANY WALL MOUNTED OUTLET NOT DIMENSIONED SHALL BE INSTALL IN APPROXIMATE LOCATIONS AS INDICATED ON THE DRAWINGS OR ON THE SAME AXE OF A SWITCH ABOVE. -ALL OUTLETS TO BE 9" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. -PROVIDE ELECTRIC EYES ON EXTERIOR LIGHTS. -PROVIDE LIGHTING ® DRIVEWAY. -PROVIDE 200AMP ELECTRICAL PANEL MINIMUM. RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN MAY 22, 2003. - BASEMENT PLAN E-1 J N I noon Lwm-E 'RI 7r' HEN Ili POOL CLO. O LIVING ROOM I ® FLOOR 0?4�OR GLOSET I II 1•il� 'nom Qi CM6MON oehcmR / O Meow oRRemaR GL05E7 GL05E7 1 ®I uow ❑ voe U BATHRO M I/ GROUND FLOOR ELECTRICAL PLAN SCALE : 1/4' — V -0 - LEGEND (P q) OUTLET (POR OUTLET ® APPLIANCE S SWITCH S3 3 WAY SWITCH DIMMER SWITCH 0 4" DIA, HIGH HAT Ol p 4" DIA., HIGH HAT WATERPROOFED CONTINUOUS LIGHT FIXTURE S WALL MOUNTED LANTERN SZ EXTERIOR FLOOD LIGHT ❑3 "J" BOX, WALL MOUNTED ® LIGHT WITH PULL SNATCH AM CEILING FAN O SMOKE DETECTOR OO DOOR BELL OT TELECOMMUNICATION (couu�awaovmen ©T TELECOMMUNICATION y ATTICVENT NOTES —ALL INSTALLATION SHALL COMPLY WITH CODE. —ALL SWITCHES TO BE INSTALLED WITH CENTER LINE OF FIRST TOGGLE 6" FROM ADJACENT DOOR OPENING UNLESS OTHERWISE INDICATED. WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER ONE COVERPLATE. —ALL WALL SWITCHES SHALL BE MOUNTED 48" A.F.F. UNLESS OTHERWISE NOTED. —ALL SWITCH AND RECEPTACLE PLATES TO HAVE WHITE ENAMEL FINISH UNLESS OTHERWISE NOTED. —ALL ELECTRICAL RECEPTACLE OUTLETS ON SEPARATE CIRCUITS SHALL BE COLOR CODED ORANGE. —ANY WALL MOUNTED OUTLET NOT DIMENSIONED SHALL BE INSTALL IN APPROXIMATE LOCATIONS AS INDICATED ON THE DRAWINGS OR ON THE SAME AXE OF A SWITCH ABOVE. —ALL OUTLETS TO BE 9" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. —PROVIDE ELECTRIC EYES ON EXTERIOR LIGHTS. —PROVIDE LIGHTING 0 DRIVEWAY. —PROVIDE 200AMP ELECTRICAL PANEL MINIMUM. RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN MAY 22, 2003. -GROUND FLOOR PLAN E-2 O • 6'��FF GROUND FLOOR ELECTRICAL PLAN SCALE : 1/4' — V -0 - LEGEND (P q) OUTLET (POR OUTLET ® APPLIANCE S SWITCH S3 3 WAY SWITCH DIMMER SWITCH 0 4" DIA, HIGH HAT Ol p 4" DIA., HIGH HAT WATERPROOFED CONTINUOUS LIGHT FIXTURE S WALL MOUNTED LANTERN SZ EXTERIOR FLOOD LIGHT ❑3 "J" BOX, WALL MOUNTED ® LIGHT WITH PULL SNATCH AM CEILING FAN O SMOKE DETECTOR OO DOOR BELL OT TELECOMMUNICATION (couu�awaovmen ©T TELECOMMUNICATION y ATTICVENT NOTES —ALL INSTALLATION SHALL COMPLY WITH CODE. —ALL SWITCHES TO BE INSTALLED WITH CENTER LINE OF FIRST TOGGLE 6" FROM ADJACENT DOOR OPENING UNLESS OTHERWISE INDICATED. WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER ONE COVERPLATE. —ALL WALL SWITCHES SHALL BE MOUNTED 48" A.F.F. UNLESS OTHERWISE NOTED. —ALL SWITCH AND RECEPTACLE PLATES TO HAVE WHITE ENAMEL FINISH UNLESS OTHERWISE NOTED. —ALL ELECTRICAL RECEPTACLE OUTLETS ON SEPARATE CIRCUITS SHALL BE COLOR CODED ORANGE. —ANY WALL MOUNTED OUTLET NOT DIMENSIONED SHALL BE INSTALL IN APPROXIMATE LOCATIONS AS INDICATED ON THE DRAWINGS OR ON THE SAME AXE OF A SWITCH ABOVE. —ALL OUTLETS TO BE 9" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. —PROVIDE ELECTRIC EYES ON EXTERIOR LIGHTS. —PROVIDE LIGHTING 0 DRIVEWAY. —PROVIDE 200AMP ELECTRICAL PANEL MINIMUM. RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN MAY 22, 2003. -GROUND FLOOR PLAN E-2 �1 1ST FLOOR ELECTRICAL PLAN 1 SCALE. 1W - r -O" N LEGEND P T OUTLET IROM OUTLET ® APPLIANCE 9 SWITCH O 3 WAY SNATCH O DIMMER SWITCH ® 4" DIA., HIGH HAT Owp 4" DIA., HIGH HAT WATERPROOFED CONTINUOUS LIGHT FIXTURE Q WALL MOUNTED LANTERN SZ EXTERIOR FLOOD LIGHT Elj "J" BOX, WALL MOUNTED ® LIGHT WITH PULL SWITCH 'YFu, CEILING FAN O SMOKE DETECTOR O DOOR BELL O TELECOMMUNICATION ©T TELECOMMUNICATION y ATTIC VENT NOTES: -ALL INSTALLATION SHALL COMPLY WITH CODE. -ALL SWITCHES TO BE INSTALLED WITH CENTER LINE OF FIRST TOGGLE 6" FROM ADJACENT DOOR OPENING UNLESS OTHERWISE INDICATED. WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, THEY SHALL BE INSTALLED IN GANG TYPE BOX UNDER ONE COVERPLATE. -ALL WALL SWITCHES SHALL BE MOUNTED 48" A.F.F. UNLESS OTHERWISE NOTED. -ALL SWITCH AND RECEPTACLE PLATES TO HAVE WHITE ENAMEL FINISH UNLESS OTHERWISE NOTED. -ALL ELECTRICAL RECEPTACLE OUTLETS ON SEPARATE CIRCUITS SHALL BE COLOR CODED ORANGE. -ANY WALL MOUNTED OUTLET NOT DIMENSIONED SHALL BE INSTALL IN APPROXIMATE LOCATIONS AS INDICATED ON THE DRAWINGS OR ON THE SAME AXE OF A SWITCH ABOVE. -ALL OUTLETS TO BE 9" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. -PROVIDE ELECTRIC EYES ON EXTERIOR LIGHTS. -PROVIDE LIGHTING ® DRIVEWAY. -PROVIDE 200AMP ELECTRICAL PANEL MINIMUM, RESIDENCE OF PETER & GRACE GORMAN 440 WINDWARD ROAD ORIENT POINT, NY ARCHITECT PETER GORMAN 10 MAY 22, 2003. - 1ST FLOOR PLAN E-3