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HomeMy WebLinkAbout34834-Z 4�SUFFoltr Town of Southold Annex 9/9/2011 54375 Main Road coALI Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35197 Date: 9/9/2011 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 1340 CEDAR POINT DR EAST SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 92.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/5/2009 pursuant to which Building Permit No. 34834 dated 7/6/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered entry, first and second floor decks, screened porch and outdoor shower stall as applied for. The certificate is issued to May,Robert&May,Ors (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0109 5/23/11 ELECTRICAL CERTIFICATE NO. 7/22/10 12097 PLUMBERS CERTIFICATION DATED 2/15/11 Falkow '-Smith Plumbing&Heating a- - Ytvrize'dsigdture 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. 34834 Z Date JULY 61 2009 Permission is hereby granted-. to: ROBERT DENNIS MAY & ORS 54 PERRY AVENUE. BAYVILLE,NY 11709 for DEMO EXISTING DWELLING & CONSTRUCT NEW SFD W/FIRST STORY SCREEN PORCH-1ST&2ND STY DECKS OUT SHOWER PER ',APPR'D ' PLANS & NYSDEC ' & TRUSTEES #7047 at premises located at 1340 CEDAR POINT DR EAST SOUTHOLD County Tax Map No. 473889 Section 092 Block 0001 Lot No. 005 pursuant to application dated MAY 5, 2009 and approved by the Building Inspector to expire on JANUARY 6, 2011. Fee $ 2, 072 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD I� BUILDING DEPARTMENT TOWN HALL ZQ�� 765-1802 JUN 13 APPLICATION FOR CERTIFICATE OF OCCUPAN Y BLDG.DcP1. TOWN OF SOUIRLD This application must be filled in by typewriter or ink and submitted to the Building Depa ment with the following: A. For new building or new-use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 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$50.00, Additions to dwelling $50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building $50.00, Additions to accessory building$50.00,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. check one New Construction: �/ Old or Pre-existing Building: ( ) Location of Property: I ) q y C/�am`f>A-0— Pest ij r b r 1 4,-- CA-5-r House No. Street Hamlet Owner or,Owners of Property: Q�e-r-.� Suffolk County Tax Map No 1000, Section Z- Block t Lot 5� Subdivision Filed Map. Lot: Permit No. 3`E 43 3`i 1 Date of Permit. Applicant: 2, b-ew.- Health Dept. Approval: Underwriters Approval: 1 2 d 91 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) na Fee Submitted: $ S;_0 Applicant Si ture SUFFOL_ K �A BUREAU of E L E t' T R t G AL ! (11 $ LL Cl� k �, srliy3 40 Nottingham Drive, Middle Island, NY 11953 °- Telephone:631 495 8136 Fax:631 980 6455 . E-Mail: SBEIGS CERTIFICATE OF ELECTRICAL COMPLIANCE ^; Applicant: JIM SAGE ELECTRIC, INC. Certificate No.: 12097 � Rough In Inspection Date: Jul 22, 2010 Final Inspection Date: Jul 22, 2010 Application No.: 12097 Building Permit No.: # :1 County Tax Map No.: .`I k Y! This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at.the premise of and not after the final inspection date above: I'x� Owner: JACK MAY F r Site Location: MAY, 1340 CEDAR PT DR. EAST, SOUTHOLD, NY 11971 .,! Owner's Address (if different): {❑Residential ®Indoor [V Basement []Service ❑Shed 1 Commercial ®Outdoor �' First Floor ❑Pool ❑Hottub ° l]New ❑Renovation Second Floor ®Attic ❑Garage ' 71 Addition ❑Survey Other: , INVENTORY ' l Single Phase 200a Heat 1-gas Duplex Recpt 50 Ceiling Fixture 12 HID Fixtures a Three Phase Hot Water elec GFCI Recpt 7 Wall Fixture 13 Smoke 6 {= yr Main Panel 200a AC Cond Single Recpt Recessed Fixture 33 CO Detect 2 k 9 P }� Sub Panel AC Blower Range Recpt Flourescent Smoke CO Combo . Transformer Appliances 2-dw Dryer Recpt 1-20a Emergency Time Clock Disconnect 200a Switches 56 Twist Lock Exit Fixtures Pumps I GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 23° J Other Equipment:200a under ground service,7 paddle fans `� 31111 ,•: The electrical work and/or equipment described above were inspected and appear to be in compliance k,.. l !with local; state and national,electrical code requirements and this office. Applicant:. JIM SAGE ELECTRIC, INC.. License No.: Inspected By: Roger Richert Date Of Certificate: Jul 23 , 2010 j q� f JUN132011 Town Hall, 53095 Man Road "•.• ;5 ro; 755 i 823 P. O, Box 1 179 oGy .�_: efep, one (5 i 6) 765-, Southold, New York 11971 ,:: BLDG.DEN. Soul OLD OFFICE OF THE BUILUMG INSPECTOR TOWN OF SOUTHOLD C E R T � F I CAT I O N DATE: Building Permit No. l z Owner: ck 7 (please print) Plumber ; �!�\KUWS�1 -S��� P`U�'►��� (please print) nel ��-�-► C certify that the -solder used ;n the water supply system contains less than 2110. of 1% lead. '(Plumb _s Signature) Sworn to before me this _ day ofo Vagary Pub. ic, COUTl_y CAROL W ELL NOTARY PUBLIC-STATE OF NEW YORK NO.01 HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06130120�_ 3r-e3 �OF SO(/l�, p� O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE:SAFETY INSPECTION [ ] FIRE RESIS NT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: � . DATE INSPECTOR pF SO(/r,�o coUM`1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON FOUNDATION 1ST � ROUGH PLBG. [ ] FOUNDATION 2ND [ �SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE all INSPECTOR OF SO(/l�ol cOUNi'1 Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -1 NSPECTION [ -FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r REMARKS: C Loll DATE / INSPECTOR �O��pF SO(/Tyolo C3 e TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ] FO ATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �� ' INSPECTOR r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT1,0N [ ] FOUNDATION 1 ST [ 4RUGH1 PLBG. [ ] FOUNDATION 2ND [ ] INSULATION - T [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r' EMARKS: If .J v r r n t DATE INSPECTOR--, f/JI (�? SO(/T�o N � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR : = I 'I'v- n2 , 1 DATE INSPECTOR SO(/r�, O cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Zd DATE � 1 ! INSPECTOR POSPISIL & BROWN ARCHITECTS, P.C. 141 HAMPTON ROAD SOUTHAMPTON, N.Y. 11968 TELEPHONE: 631-2 83-3465 FAX: 631-283-3593 April 13, 2010 Town of Southold Building Department Town Hall Southold, New York 11971 RE: May Property, 1340 Cedar Pt. Drive, Southold, NY To Whom It May Concern: This is to advise you that I inspected the metal strapping at the above referenced project. In my professional opinion, the work was satisfactory and was done according to our plans and New York State Residential Code. Sincerely, Pamela H. Pospisil, President PHP/kv SVkED ARCy�r. F NOLMES 2 / I sT 018405 9T� OF IVE.w yp APR 14 2010 Jul BLDG.DEPT. TOWN OF SOUTHOLD 3 Eel, -Z 1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) - C9 y O FOUNDATION(2ND) z o - ROUGH FRAMING& L y PLUMBING -� �O co A S w �.m INSULATION PER N.Y. y STATE ENERGY CODE e p FINAL S �706A co ADDITIONAL CO TS J� 5 Z rn 10 9 D- - ru N, cp 1 y z t i + TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,befog applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board appro 1 FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. , g��j Check Septic Form N.Y.S.D.E.C. Examined 20 E C E V Contact:Trustees DI Approved I lC� ,20Dq Mail to: Disapproved a/c MAY 5 2009 Phone: Expiration ,20 I BLOG.DEPT. TOWN OF SOUTHOLD T Building Inspector APPLICATION FOR BUILDING PERMIT Date May 5, 92009 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. r 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 ousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectio / (Signa re of plica t or Ane,if a corporation) 141 Hampton Road Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent/Architect Name of owner of premises Jack May et al (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Pamela H. Pospisil, President (Name and title of corporate officer) Builders License No. Plumbers License No. to be selected; will provide this Electricians License No. info at a later date Other Trade's License No. 1. Location of land on which proposed work will be done: 1340 Cedar Pt. Drive East Southold House Number Street Hamlet County Tax Map No. 1000 Section 92 Block 01 Lot 05 Subdivision Cedar Beach Park Filed Map No. 12/20/27 Lot 90 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy single family residence b. Intended use and occupancy same 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition X Other Work __._ ___._...._._ �.�...._.. _.___...._ .. . (Description) 4. Estimated Cost t$850, 000 r 7' (To be paid on filing this application) 5. If dwelling, number of dwelling units 1'+ ;'` Number of dwelling units on each floor If garage, number of cars 3 � 7 ? � ... tl 6. If business, commercial or mixed occupancy, specify_nature-and-extent ofleach type of use. N/A �t o'b•e-d-em o l- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories deck 8. Dimensions of entire new construction: Front 511 611 Depth Height 31 ' Number of Stories 2-1/2 9. Size of lot: Front 100 ' Rear 100 ' Depth t290 ' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 4 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES NO X slightly 85 South Freeport Road 14.Names of Owner of premises Jack May e t a l AddressFreeport I ME 04032 Phone No 207 865-3128 Name of Architect Pospsil & Brown Architects Address outr�ip on, Phone No 631 283-3465 Name of Contractor Address 11968Phone No. �-4to be selected 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 MAYBE REQUIRED. attached b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAYBE REQUIRED. attached 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S u f f o l k) Pamela H. Pospisil being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)H is the Architect/Agent (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 q dfty of AJ4 200 ea'a,E. vt� Noc-'P1i6,NSl Si KY e of Ap4ant Notary Public,State of New York No.01V146i2� 2 uff kCOunty Term Ex Tres -� " .,.- C-..:.. ai..2_'3!:'�'..w'di$'.�^>'��:'k•Y.»"S'�ra:S,-:�':GnIS.T'.,+'nr?-..'1r�.'^.�'ci.;tS�..�'"'-.yt3.?Svc''i�lt.£cin�tYC..'�:«?�txStt?�R<..5"3''..:d4T.l?'2<..8';�..T.E_''�'..�Alk'�'a' aZ,�.,e.;.'nZ7'�'�'C!�.,0.0�'-. S�.Gv.i J/ '.'i. ^ �. .. `j BOARD OF SOUTHOLD TOWN TRUSTEES a SOUTHOLD,NEW YORK ':, `� PERMIT NO. 7047 DATE: March 18.2009 :., _ ° ? ISSUED TO: JACK MAY ,+tea' PROPERTY ADDRESS: 1340 CEDAR POINT DRIVE EAST, SOUTHOLD SCTM#92-1-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of F / ? Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on , March 18,2009 in consideration of application fee in the sum of$250.00 paid by Jack May and subject to thetl ° Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and penruts ' x following: , Wetland Permit to demolish the existing structures and construct a new 2,510 sq x o f:• . 3 two-story dwelling,porch,deck,and sanitary system,with the condition of a 10' non-tur buffer landward of the top of the bank, and gutters and drywells are installed to contain j all roof run-off in accordance with Chapter 236 Storinwater Management of the Town N .�, Code, and as depicted on the survey prepared by Nathan Taft Corwin H last dated Marc Y 19,2009. �? IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. h. 15 S , j 4y "�'c;.�va_..wxu�siuu_o""'�n;.:ik �aur„as:3i.�r cs.�e x -<u. u. -,xa,..0 s �a,:ctx� x'�tca .�c,2 .w:...r'x'ox:a:�w".u.,W a•s,u. i,.c� .a.,� ,xn7�-t �'; ". v4. '.=-. d° ,i� ..� ., .. Deli e9�:•�.:� �� -?: yA�Oi _ •.¢.t♦e°� l ��+r7 c•�4§� / Jill M.Doherty,President �ISO SO(/TyO Town Hall Annex Bob Ghosio,Jr.,Vice-President �� lO 54375 Main Road P.O.Box 1179 James F.King Southold,New York 11971-0959 Dave Bergen G John Bredemeyer � �Q Telephone(631) 765-1892 COU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0656C Date June 20, 2011 THIS CERTIFIES that the demolition of the existing structures, construction of a new 2,510 sf. two-story dwelling, porch, deck and sanitM system, 10' non-turf buffer, gutters, leaders and drywells At 1340 Cedar Point Dr. East, Southold Suffolk County Tax Map#92-1-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/3/09 pursuant to which Trustees Wetland Permit#7047 dated 3/18/09 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The demolition of the existing structures, construction of a new 2,510 sf. two-story dwelling, porch, deck and sanitary system, 10' non-turf buffer, gutters, leadaers and drywells. The certificate.is issued to JACK MAY owner of the aforesaid property. thorized Signaturey- New York State Department of Environmental Conservation Division of Environmental Permits SUNY@Stony Brook; 50-Circle Road; Stony Brook NY 11790-3409 Telephone (631)444-0365 Facsimile (631)444-0360 Alexander B.Grannis Commissioner TIDAL WETLANDS LETTER OF NON-JURISDICTION March 24,2009 Mr. Jack May 10 Elm Street#1 Freeport ME 04032-1304 Re: NYSDEC# 14738-03885/00001 May Property 1340 Cedar Point Drive East Southold SCTM# 1000-92-1-5 Dear Mr. May: Based on the information your agent submitted, the New York State Department of Environmental Conservation(NYSDEC)has made the following determination. The portion of the referenced property that is landward of the"TOP OF BANK" in excess of 19 feet in elevation,as shown on the survey prepared by Nathan Taft Corwin III last revised on 3/19/09,is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6 NYCRR 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. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, +- Laura J. Scovazzo Deputy Permit Administrator CC: KPC Planning Services, Inc. Marine Habitat Protection file Town of Southold D E o g Erosion, Sedimerntation & Storm-Water• Run-o SE SM.E INT2 R 1 PROPERTY-LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY R QUI E THE SUBMISSION OF A 1000 ' 92 1 5 STORM-WATER,GRADING,DRAINA E AN District Section Block Lot CERTIFIED BY A DESIGN PROFES 510 AL IN TH YORK. ----------------------------------------------------- Item Number: (NOTE: A Check Mark(r)for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities well as all Site Improvements and the,permanent creation of impervious surfaces:) 2. Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? (This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — $ Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of / Five Thousand(5,000)Square Feet of Ground Surface? a t!![[[LL rj -Is there a Natural Water Course Running through the Site? — Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? FA 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? / F] 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ / into and/or in the direction of a Town right-of-way? L/ $ Will this Project Require the Placement of.Material;Removal of Vegetation and/or the Construction of / any Item Within the Town Right-of-Way or Road Shoulder Area? !lILLL (This item will NOT include the Installation of Driveway Aprons.) i 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, —— Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitt ——————————————————— EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl---------------------------------------------- STATE OF NEW YORK, COUNTY OF.....SUFFOLK Pamela H. Pospisil That I. .....................................................:..........................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that h she•is the Agent/Architect ................................... ..... ................ . ......... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of 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 herewith... Sworn to before me this; ................�..4..:............ .......... day of......PIP / ........ ,20 .67 Notary Public:. ................................KAREN•E:•VINSKI............................. Notary Public,State•of Now York (Sig t (e of ppricanl IK FORM - 06107 Term Expires OWN OF SOU'THOLD PROPERTY 'RECORD CAR OWNER STREET VILLAGE DISTRICT SUB. LOT ORS. .. erg nn�s Ma ^r/ '©ICY �, c: . a61,,Iza, 1�. FORMER OWNER N E ACREAGE 79� let S W TYPE OF BUILDING Vl Cl � r REST. SEAS. � FARM COMM. IND. CB. Fx3. MISC. LAND IMP. TOTAL - DATE REMARKS 1 �® f-700 /-7O d ji d'� .�1/- :1�3�?0`� �'' 3- 1 O nL 4 -tars • -C.J� 1000 a0 v 14 AGE BUILDING CO/DITION NEW NORMAL BELOW ABOVE 2� Farm Acre Value Per Acre Value Tillable 1. Tillable 2 Tillable, . 3 Woodland Swampland Brushland . House Plot Tota �x INeze r/� L. aWl 4.`d,`f�Jt'F3$. 1r."y °5h� Y 3 • b,. , �+ �y 'YkJ;.y„tj' .Z .ht �� `.' ■���■��.�■■S� .J.Tt{+. 3'4T'.>. r :f C-. _} ,�y, t 'k- `'J'�rs3- = ■■■�e■� ��®q�F���� i�tt 'bY-t�Ya^'.a-v.�•.,.4F -7 r~4 Sit r� tX.a� -3a 4 4 ■�■■■■��-�-��f�■■■■�■® k, ,�,„,,�yas�s�rT n y ®■■■���'�®■■■„���■■■� ti tAf J tdy F«S f!it �,;�t t` u��t i't � {}4t,✓ti.• 1/t y, r fit. � i c tz:/;k t yY ■■■■■����■■■,��■■■■■� "A,Jax,, MENNEN Punclation interior Finish Porch Rooms Ist Floor Rooms 2nd Floor- s��■���■■■��■®o�■■sue � v To Whom It May Concern: I hereby authorize Pamela H. Pospisil of Pospisil&Brown Architects, P.C., to act on my behalf in connection with approvals and permits for my property located at: 1340 Cedar Pt. Drive East, Southold. Thank you. jSerety, !:A �!Ct Notary Pubic,State of New York Ado.01V!4fi25 22 ufifc`k County Term Ex;ires 5 V �� POSPISIL&BROWN ARCHITECTS,P.C. 141 Hampton Road Southampton,NY.11968 Tel. (631) 283-3465 Fax. (631) 283-3593 pECElWE TRANSMITTAL MAY 2 0 2009 DATE: May 20,2009 TOWN D . UTHOLD TO: Town of Southold,Building Department FROM: Pam Pospisil,President RE: MAY PROPERTY 1340 Cedar Pt.Drive East,Southold,NY n Per a phone call from Vicky in your office on 5/12/09,I am attaching several items she requested in connection with a building permit application filed on 5/5/09 associated with the above-referenced property. 1. Septic Application receipt from the Town Clerk's office. 2. Erosion,Sedimentation and Storm-Water Run-off Assessment Form. 3. REScheck Certificate,version 4.2.1. 4. (4)sets of revised,signed/sealed Construction Drawings that reflect required modifications. I trust this satisfies all requirements to enable issuance of the permit. e W PHP/kv enclosures POSPISIL&BROWN ARCHITECTS,PC. 141 Hampton Road Southampton,NY.11968 Tel. (631) 283-3465 Fax. (631) 283-3593 TRANSMITTAL DATE: June 24,2009 TO: Town of Southold,Building Department FROM: Pam Pospisil,President RE: MAY PROPERTY SCTM 1000-92-01-05 1340 Cedar Pt.Drive East,Southold,NY Per your request,enclosed please find two copies of the survey for the above-referenced property which has been revised to include drainage calculations. I believe that this is the last item needed for issuance of the building permit. Please call me with any questions and when the permit is ready for pickup. Thank you. PHP/kv enclosures 010HIPOS 30 NM01 1d30'9018 aRA 6000 9 z Q BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted.-51 106/0*Date Reviewed:51006/0 Applicant: PaM. -e ( / y ' 1 SCJ Owner: Architect/Engineer: O-s ' 1 S 1 / 4 ���GrJ�1 � Estimated Cost: � �l SCTM# 1000- Q o`Z - - 5 Subdivision: Zone: Conformiug? no Property Address:,�2 V0 &0&, at 17� & City: 0 i -40) /C� Pre COs? k d n SZ o1Z1_ Building Permits (Open/Expired): BP 1,016-Z/GO Z-�5 �y , Info: /U-b BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- Info: Single & Separate Search Required? Y orW Determination: REQ. Lot Size: �o U ACT. Lot Size: _ S' Lot Cov. ZU ACT. Lot Cov. '71,�� REQ. Front '15 ACT. Front /D REQ Side /J 5 ACT. Side"'IQ. Rear 5 PROP. Rear. REQ. Height . ACT. Height Project Description:EULMO OVA ' ^ S�Vp b�k Waterfront? or N? If yes, water body: 14DaO.Q -A._ Panel# Flood Zone: X ulkhea Blufvistance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health .Y r N - If yes, *Be 4 *Date:i/`/ 6_�Permit#: ,e/0d0l0 I Town Septic: Y or P - If no,.certificattion required: Y or N Received. Y or N By: NYS DEC: PaF-nccviii7QY of N - Date: 5 acl o( Permit#: etter- Notes: Southold Trustees&r N - Dater /19/0q Permit#: �2_0�/I or NJ Letter-Notes: Southold ZBA: Y or/K - Date: / / Permit#: -Notes: Southold Planning: Y or Y- Date: =% / Permit#: -Notes: Town Landmark C of A: Y or/4 DTE: / / *NYS CODE Compliance (page 2): Y or N . Notes: {max �.un� ✓ C�1� -�— Gt/ � a , 0 alo-Aak, Ca Fee Structure: Calculation: OLAX�11 Foundation: 0 SF 1. SF)- . d SF)= SF X $ 1 - =$ First Floor: 0?fo`2-SF + Initial Fee: $ W_ (j Secoi d Floor: 5 r SF +'Additional Fee $ Othe SF 2. SF - 0 =$ Total: SF + Initial Fee: $ -:7()(_0) + Additional Fee ( ): $ " TOTAL: $ O 6 } NEW PORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed; 12OMPH /Seismic Design Category: B " Weathering: / / -�Severe V Frost Depth: 36" � Termite: M-H ' `-- Decay; S-M Design Temp: 11 ✓ Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: �S HEIGHT/FIRE AREA: ^ , TYPE OF CONSTRUCTION: V DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: -9q IIEA.DERS: YIN WALL STODS: YIN GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOA CALCULATIONS D .LIVE: YIN DEAD: Y/N SNOW: YIN' SEISMIC: Y/N WIND: YIN WINDOW ANT) DOOR SCHEDULE: MISSLE TEST RE UIREN[ENTS: Y/N EGRESS 5.7 S.F.: -LIGHT 8%: Y/N VPNT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: /N MEANS Or EGRES S(�N PLUMBING RISER DIAGRAM;�Y,/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN , ENERGY CALCS:QN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SURVEY OF C-C WHIMS 30 NMOl LO p p 8 AR -p�I ��, 1d30'9018 CEDAR BEACH PARK EDGE OF PAVEMEnfT1O - �- wATER MAIN I �+� FILE No. 90 FILED DECEMBER 20, 1927 60N 6 - 130 SITUATED AT .I BAYVIEW ul�14 -. aa.. , FOUND < .n. _<. 7,4• E IN A � " T-sw, a TOWN OF SOUTHOLD S 79'53'g,OHD RES I f� SUFFOLK COUNTY, NEW YORK 1 Exl E S.C. TAX No. 1000-92-01 —05 ' snNc W LL PACE. SCALE 1"=40' 00 cV ! �'� j� MAY 22, 2006 / \ JUNE 3, 2007 ADDED SITE PLAN ' SEPTEMBER 16, 2008 REVISED SITE PLAN MARCH 3, 2009 SET LATH FOR S1TE INSPECTION, ADDED PROP. WATER LINE & ELEV. DATUM N MARCH 19, 2009 ADDED NON—TURF BUFFER �I / JUNE 17, 2009 ADDED DRAINAGE CALCULATION N Z0 �X / ^ OCTOBER 7. 2009 FOUNDATION LOCATION E X* 0) AREA = 28,451.17 sq. ft. (TO TIE LINE) 0.653 cc. / NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ' POD 2. FLOOD ZONE INFORMATION TAKEN FROM: + L 15 FLOOD INSURANCE RATE MAP No. 36103CO169 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 3 co ZONE X': AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN v v 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 10G-YEAR FLOOD. O Uv ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. �\ D mm 20.0. NEST HOLE 6'7' CV o N Q TEST HOLE DATA 1 ^3.8 7..5. 202N ry ��ti (TEST HOLE DUG BY McOONA D G O CI NC ON APRIL 17, 2006) Et 15.4' O. `V DARK BROWN SANDY LOAM �28.9' 3.8' �• o a+ 5 ``.q' W O �1, C� N p.r 0 0 y 3S0• BROWN CLAYEY SAND SC EL 3.1' n .'.4 . 12.3' I U WATER IN BROWN CLAYEY SAND SC _ NON—TURFI E MINIMUM BV FfR CEP T°,Si m y ESTABLISHED Ep TMD ADOPTED FOiU '6SE TFf1E�RK ATE LAND Lu 22 OVQ co � 70P OF 0(/ r 0 _ BgNk wQp° li PIPE"p_5£ WATER W PALE BROWN FINE SAND SP OJETTY �._ LANDING .¢. IV' 2. OgOM OF `!0a POST 28 ? �" CO w00p BULKH pK WO D30 1 __ ZONE X* ZONE 2 WOOD WOOD AE(El. 8) u NIGy WATfR N�k EPs 0 8 �LIN s`� V N.Y-S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TIEWA LINE ALONG APPARENT HIGH O HIGH WATER MARK TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin III TER MARK - EDUCATION LAW. —_ ON MqY 22, 2006 �O V. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR N 84'13'36" W N EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor , 52.13' TO BE A VALID TRUE COPY. 3 opp2Q' , - CERTIFICATIONS INDICATED HEREON SHALL RUN 4V. �� ' ISLY TO PREPARED,AND ON HIS BEHALF N FOR WHOM THE TO THEY L]- �O' TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout ,(1 O� }} LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 B� p THE EXISTENCE OF RIGHT OF WAYS y 0 AND/OR EASEMENTS OF RECORD. IF OFFICES LOCATED AT MAILING ADDRESS 3 ANY, NOT SHOWN ARE NOT GUARANTEED. 1856 Main Road P.O. Box 1931 Jamesport, New York 11947 Riverhead, New York 11901-0965 EXISTING NOTES: SURVEY OF WELL I. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM L 0 T 9 8 DWELLING AI� EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 N Y" EXISTING CONTOUR LINES ARE SHOWN THUS:----5--'-- ,t y+ W ` ""`*� F.FL- FIRST FLOOR MA77 OF. CAD ^ G.B. - GARAGE FLOOR CEDAR BEACH PARK 1�R T.B. - TOP OF BULKHEAD _ �• � _� p A B.B. - BOTTOM OF BULKHEAD - " W 1 OI/�T / FILE No. 90 FILED DECEMBER 20, 1927 B,� O vkP (PUBLIC /T' 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. ,� 0 OFF e ^< x W'`�TER 1/� STREW ��WA WR M,41N I - 3. MINIMUM LEACHING SYSTEM FOPR A 5 BEDROOM HOUSE IS 400 sq ff SIDEWALL AREA. SITUATED AT �U77LIIY14 a .. e ono x'��B ��\c�'(�G 2 POPROPOSED_EXPANSION POOL - _ BAYVIEW. • LE a ` �OUND�s1EEL�l 3TF'V ._ L - - _ - _., .. - . . _-. . .-TOWN .I TOWN -OF. SOUTHOLD 7.4'N. N / ° " ° r'` PROPOSED LEACHING POOL - • ' l� '5•W/ S 7' t-_OVERH WIRES 3 e/ �. �`C� DWELLING ® _ .. - _ SUFFOLK COUNTY, NEW YORK ` / 53�08" x_EL3 S a / '.' ill PROPOSED SEPTIC TANK S.C. TAX No. 1 000-92-01-05 < 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE.FROM FIELD SCALE 1"=40' '1 PTO 8E A (STING WELL1n1L1 p4CE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. n g{aNDo NYT . MAY 22, 2006 (Zj- NEDI / ,� ii j• 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND - JUNE 3, 2007 ADDED SITE PLAN _ �( A REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.Z „'\�' �'-' �' N 1 / 4 /\A HELL NG ,//a SEPTEMBER 16, 2008 REVISED SITE PLAN =•1 �'� 7/z 1 / W / / `Q/ 6. FLOOD ZONE INFORMATION TAKEN FROM: MARCH 3, 2009 SET LATH FOR SITE INSPECTION, ADDED PROP. WATER LINE & ELEV. DATUM t, / ���' / - - FLOOD INSURANCE RATE MAP No. 36103CO169 G MARCH 19, 2009 ADDED NON-TURF BUFFER a 5j i yp�1 I • y5, r / / \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 0/� / �^ AREA = 28,451.17 s ff.. 6ti � • "_� §� QNE X '2� �'- Q /, / /� ZONE X`: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE (TO TIE UNE) 0.653 cc. 9• a 4111- IT O L6 `C I SQUARE MILE; AND AREAS PRODEPTH OF LESS THAN 1 FOOT TECTED EC ED WITH DRAINAGE LEVEES FROM LESS 100 YEAR FLE dONe X* j/� ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. d 4 i '� p,� 6q - {���` y`" r d �R\ \\ `a:l"� 1_ ��. / / WQ?/ •_� Y up 7. LATH SET FOR SITE INSPECTION: ld®d �E., ]7y10 b^J iz ��I1C0 Wit� � h det a 3�?K CCsf \ � / atedg�, .o - I x / / PROPOSED SEPTICDE I �8�.000 proof �d'sit HOUSE FINISHED GRADE (NOT TO SCALE) ERVlo / F.FL 2i.5' TOP BURIED FELE INIS " Ll9 LI7y / 4' DEEP max. 24"d! LOCKING, WATERTIGHT&INSECT PROOF ® m I 6 1 qRK! �pOL / / TOP BURIED \ \ 1 \. NG e�XXX / CAST IRON COVER TO GRADE 4' DEEP maz. \ '\ e°3 �59 '�^ PRECAST REINFORCED CONCRETE COVER FINISH GRADE O1 \ <'a PRECAST REINFORCED CONCRETE COVER ELEV. 7fi.0, - 17"0• 1 BURIED 1' DEEP min. 2' DEEP mox Ig` \ \ II\ / BURIED i'DEEP min. 2' DEEP maz. m j APPROVED PIPE 20"min. MIN. 4'dia. � - 20•min�-I I-� MIN. 4"dia. TOP EL 13.1' PITCHED 1 4' 1' TOP ELEV. l4.' APPROVED PIPE 1 PITCHED 1/8./1. 6" b N 3'CLEAN INV EL. C SS SPUD 2j\ \ Oyfr\ m ?� 13.2' INVERT NW = °; INVERT PIROSSOVER COLLAR TE51 HOL/E� ELEV. ,�i Cti O 76BAFFLE 22- •l (' RED CD GROUND WATER O H A O ELEV. 3�V . .:O ..:�:.. .�.: W O `� N EX1STl N� - f ` `s'r \��� � SEPTIC TANK (1) d $ NG Ho 1 :.`!.. 3/S' 0 2 y a O TO TRU. USE "'!':'. 1.MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 8E NRE$ ECIC 3$•$' \ 1 TANK; 8'•_ONG, 4'-3'WIDE, 6'-7'DEEP �MO / 4 7^>l+a.. 22.9 �� 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 �p 2 .6z 4 -ff� \ psi AT zB DAYS. LEACHING POOLS (2) [4� "V 3.WALL THICKtESS SHALL BE A MINIMUM OF 3",ATOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. $C '^'��(_:: \'3 hs V ALL WALLS.'30TfOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf.. 1. MINIMUM LE{�CHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ¢' RQp REE 3 �Z J .'W 23 G? 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2 POOlS;/� DEEP,8' tlia. pRCTED OF PRE D'A ¢FUSED -- pORCD ! _ \ �W 't� O Q S.THE SEPTIC'TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF t1/4-) 2. STROUCTUREST SOUDCDOMESUAND/OR SLABS'REINFORCED CONCRETE(OR EQUAL) EEp N p� x 24.4 \ W Q; P '��' ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. LEACHING Li ylT of ALL ( C9 \a$ G 6.A 10' min. 11STANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 4.A 1B.min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. qNp�Ro�Rgp�Sju�qR/NG 22 (1y FF/VO 6.AN 8' in. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTI�in. DSTANCE BETWEEN ALL LEACHING POOLS SHALL BE C MAINTAINED. SHALL BE MAINTAINED. LOT COVERAGE DATA NQN_TU 10' Re/gN�E 01 ___ __`Mr1 ry \ _ aQ 13EE TEST HOLE DATA DESCRIPTION AREA % LOT COVERAGE PREPARED IN ACCORDANCE WITH THE MINIMUM R W F eUFp OE 2 \ \ 25 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 17, 2006 STaahhDAR 1 S. E SURVEYS PROVED AND ADOPTED ER 118-` _ i \ \ \ - EL 15.4' 0, ) INCLUDING PORCH 1,189 sq. ff. 4.2% Fpa o E YORK STATE LAND � 7Ala�t DARK BROWN SANDY LOAN % _O Np EXISTING DECK & STEPS 261,sq. ft. 0.9% P T ap coj Ff " 12, C) lo _ �F p �\ 24�0.5e TOTAL EXISTING 1,450 sq. ft. 5.1% _ _ _ Z: `20 BROWN CLAYEY SAND sc PROPOSED GROUND SE 1,130 s ff. 4.0% .84 WOOD @ULKHEq �� __=_ � NE X* ° PROPOSED FLOOR UGROUND FLOOR q ____ - r _ g Z0 NE _ PORCHES, DECKS & ROOF 1,114 sq. ft. 3.9% s- B8. �� -- - 7Z �� WOOD AC DEL. EL 3.1' ° . WOOD T WALL 8� 12-3` TOTAL PROPOSED 2,244 sq. ft. 7.9% � 0•C�' NIGH KATE-y M�k __ - STEPS --e B.C.RAILINGS WATER IN BROWN CLAYEY SAND SC STEEL �i L�`{y�-^ N.Y.S. Lic. No. 50467 1UNAUTHORIZED ALTERATION OR ADDITION ", f•`1 , _ TO THIS SURVEY IS A VIOLATION OF \ r SECTION 7209 OF THE NEW YORK STATE A� _� ' WASTER MLOt7�PARENT ----- f 7_9 2 HIGH WATER MARK EDUCATION LAW, r �atha�-r-waft Corwin iii 'HIGH - - �22\2006 O AI \ COPIES OF THIS SURVEY MAP NOT BEARING 'Y , C' 22• THE LAND SURVEYOR'S INKED E C OR SI Land Surveyor 84•^13 36'� \ _ - N EMBOSSED SEAL SHALL NOT BE CONSIDERED _ � C�f Z� W N �\ �2 � TO BE A VALID TRUE COPY. p 52.1 3 71° _ WATER IN PALE BROWN F!E SAND SP 1.6 ONLY TO THE PERSON FOR WHOM THE SURVEY 3 20 a I CERTIFICATIONS INDICATED HEREON SHALL RUN 48•2 ���� I�. U) IS PREPARED,AND ON HIS BEHALF TO THE 0' rY 28 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 11 O LENDING INSTITUTION LISTED HEREON, AND G - .�+og TO THE ASSIGNEES OF THE LENDING INSTI- T TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE 631 727-2090 FOX 631 727-1727 l• �� oo FOR S�g�vil tl i ;c'5��,�� THE EXISTENCE EASEMENTS RIGHT C WAYS OFFICES LOCATED AT MAILING ADDRESS 3 � M AND/ORXI EASEMENTS G RECORD, IF �ae-L'� }a �! c', LRT iE;.t r'�fi ANY, NOT SHOWN ARE NOT GUARANTEED. 322 Roanoke Avenue P.O. Box 1931 R Riverhead, New York 11901 Riverhead, New York 11901-0965 SURVEY OF ft STING NOTES: T O m U WELL 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM L 1 DW FILING EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 3L EXISTING CONTOUR LINES ARE SHOWN THUS:----5---- MAP OF F.FL.- FIRST FLOOR CEDAR BEACH PARK •ILII �V�/ G.FL.- GARAGE FLOOR T.B. - TOP of BULKHEAD FILE No. 90 FILED DECEMBER 20, 1927 T B.B. - BOTTOM OF BULKHEAD (PUBLIC W �POINT 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. EDGE OF PAVE WATER IN W WgrER ' ��� 1 TANK; 8' DIA. 5' LIQUID DEPTH SITUATED AT M=\, x•@•9z STReL�.� _C W Mgl�'C1� 'G 3. MINIMUM LEACHING SYSTEM FORA 5 BEDROOM HOUSE IS 400 sq it SIDEWALL AREA. BAYVIEW _ 2 POOLS; 8' DEEP, 8' dia. 11171iTy POLE° .° _ ' \S�A� UL 174 "°' '" '/�O 7 � PROPOSED EXPANSION POOL TOWN OF S O U T H O L D FG"Ntl _ • ' ® SUFFOLK COUNTY NEW YORK 7.4'N'1�W '� ---_ � /i • ' � e rS� PROPOSED LEACHING POOL 1 $ 1ERH FILING / 1 79.53'8 O• ORES 3 •/ i Dw OpROPOSED SEPTIC TANK S.C. TAX No. 1000-92-01 -05 SCALE 1 =40 1 (To BE IS1ING ' L P ( �vJ 4 OBSERVAT OTHE INS AND/OOF WELLS TA OBTAINED FROM OAND CESSPOOLS THERSREON ARE FROM FIELD MAY 22, 2006 i •`T'�OtyF�� �.°N1T„ !1 �E' JUNE 3. 2007 ADDED SITE PLAN S. EXISTING SEPTIC SYSTEM STRUCTURES SHALL N PUMPED CLEAN AND SEPTEMBER 16. 2008 REVISED SITE PLAN N 1 � iS11NG" REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. MARCH 3, 2009 SET LATH FOR SITE INSPECTION,ADDED PROP. WATER LINE & ELEV. DATUM /AA wEU- _\ 6. FLOOD ZONE INFORMATION TAKEN FROM: MARCH 19. 2009 ADDED NON-TURF BUFFER FLOOD INSURANCE RATE MAP No. 36103CO169 G �JUNE 17, 2009 ADDED DRAINAGE CALCULATION ZONE r2 +�- / �Ol� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED AREA = 28,451.17 sq. ft._~ NE X :1 2/ / �. \YJ�d ZONE X' AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE (TO nE LINE) 0.653 ac. DEPTH OF LESS THAN I FOOT OR WITH DRAINAGE AREAS LESS THAN ZONE X* \ I aj / //:0 & I SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. QIDIf O: co ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. DRAINAGE SYSTEM r. r7dTTON . /4\ \ `ate•~ f �/ //��/ UJ O 7. LATH SET FOR SITE INSPECTION:A ROOF AREA: 1,675 sq. ft. 1.560 sq. H. X 0.17 = 285 cu. ft. (V •� 285 cu. ft. / 42.2 = 7 vertical ft. of 8' dia. leaching pool required \ V\ / 1 0m \ f PROVIDE (3) 8' dia. X 3' high STORM DRAIN POOLS PROPOSED SEPTIC SYSTEM DETAIL \ \ J F.FL 26.5• TOP BURIED FINISHED 1 ,5: E Hausa (NOT TO SCALE) J8 \ PA OU$ C/1)-�O // / /N. rg� 1 \p1 4'DEEP max. 24'dia. LOCKING.WATERTIGHT&INSECT PROOF TOP BURIED w`ING v°3 7 ,�'� _���tf( �71 \N4\ CAST IRON COVER TO GRADE4' DEEP m\ l \ \ : 6 .[3 PRECAR REINFORCED CONCRETE COVER PRECAST REINFORCED CONCRETE COVER ax FINISH GRADE rg` \ 1\ \.'� / y/ �J -o. BURIED 1'DEEP min.2' DEEP max. ELEV. 76.0'- t7.U• 7 BURIED 1'DEEP min.2' DEEP m f rr ~' �T \ n A '!5 MIN. 4'dia. l y ,A1NING 20 \ \ / / ^ U APPROVED PIPE 20'mi.-4 4- 20'min. MIN. 4'dia. a ax TOP EL 13.1' 3 \O T.11A, \ \ \ 1 R / / 0 Y //�(�5� PITCHED 1 4' 1' TOP I I EV. 14.5' APPROVED PIPE O IYALI \ \ J / �/o. UU- J � 1 N PITCHED 1/B'/1' 6- 8 // mm INV..-El- INVERT 3a n 4-d.MET saraDLEn" V- O zyQ iZ0' y : :.::. \ -11 TEST HOLE - _ CR COLLAR \ J \ • ::::•:::::• -{ry-1 / 19 E1EV. 13.0 N m E3.EV. 12.5. PIPE m. SS S r 4 '/ 3 FLOW m�2 • �. O 1 22` ¢.,,J $ .....;. - BAFFLE rlp o a QL I°O5FD ZIa H '0 ':� �yI `, N .. : .. ..:0_ "y'.O-::•::::.: ---- N N I BOTiDM 3_ GROUND WATER ELEV. ELEV.3.L' /NGN ti 4 :. F.•: 2 O 3 ��4��`C SEPTIC TANK (1) TO s �G�OQS�� �F "'' : =: \{L, 1_MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. w [�� 1 TANK;8' LONG,4'-3"VADE. 6'-7'DEEP "' _ \ "V 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 LEACHING POOLS (2) ��D I 24.6 .aa 47': R.... psi AT 28 DAYS. 3.WALL THICKNESS SHALL BE A MINIMUM OF 3.A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. 8'D 23 W 1 ALL WALLS,POT10M AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. I.MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq It SIDEWALL AREA. 5 _ •A.n��7� J Gj 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2 POOLS; 4'DEEP,B'dia. L•/M/T W;� O D�Ep _ �pOl�Cf/ x 24.4 \\ � "P� 5.THE SEPTIC TANK SHALT.BE INSTALLED AT LEVEL IN DIRECTIONS(WITH A MAX.TOLERANCE OF tt/47 2 LEACHNG POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL . LEACHING STRUCTURES.SOLID DOMES AND/OR SUBS. 'A \\ 1 \ G 6.A 10'min.C6TPNCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3.ALL.COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL.). ND GpG�Rgp/NG 2 L` \ gI 4.A 10'min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL.BE MAINTAINED. "vUAfO GL --_ 1 ty 5.AN 8'min.DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. bISTUIRgNG 22, 221 \ o FEN LOT COVERAGE DATA 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. `NO TEST HOLE DATA �g N-TURF�O� WIpE ?O `-�1 ry� DESCRIPTION AREA % LOT COVERAGE PREPARED IN ACCOR 6TI 6UFpER fl \ \ 25 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON.APRIL 17, 2006) EXISTING HOUSE STANDARDS TTH AL0 n� stl AN �INCLUDING PORCH 1,189 sq. ft. 4.2% FOR SUCH USE Ye�t �r� T9P EL t 5.a' o. OVNO DARK BROWN sgtlDY LOAM EXISTING DECK & STEPS 261 sq. ft. 0.9% T assDcwno . 12 � � �^T P/E t k ' O 10fgp�lp� \ 5 OSf. It R ,O J s ���= � _� � 24 TOTAL EXISTING 1,450 sq. ft. AVQ. E77Y _-72 PROPOSED GROUND ' 01/ T.g WO4� -A1 �igO TaRowN cuvEr srwD sc 1,130 sq. ff. 4A% GJ B.g 00 BUCkH �� =__ ZONE X. FLOOR HOUSE -_ .� EAD _ X • PROPOSED GROUND FLOOR - ---s- I TB. t ZOP/E ' PORCHES, DECKS & ROOF 1.114 sq. ft. 3.9% WOOD- s3�T. WOOD A E(EL. B EL 3.1' ° '� d 123' HIGH pS e, a STEEL TOTAL PROPOSED 2,244 sq. ft. H WAr -r__-_- JEITy R41UNG Af4RlC ` J J WATER IN BROWN CLAYEY SAND SC RI2ED ALTERATION OR ADDITION Y.S No. 50467 \ ` 1 ^ T 1] t� I SURVEY IS A VIOLATION YN OF '1� INE ALONG m ~�HIGH- -2 HIGH WATER MARK ® +fvV- V �I�j N 72LA OF THE NEW YORK STARE Nathan Taft Corwin III � WATER MA�2K�iQ-I��\2006 --_ � O � E ION LAW. " 84 r, G OF THIS SURVEY MAP NOT BEARING Land Surveyor 52.13 �1ff 3'Z36'° �y -_, _ N �' Q T" D SEAL SHALL INKED NOT BECONSIDERD 3 SL.1 3' ��20 `` 2 WATER IN PALE BROWN FINE SAND SP J U N 2 6 ZOO9 T A VALID TRUE COPY. , p ••1 1,, '� ICATIONS INDICATED HEREON SHALL RUN 4V•20<" Iy� 28. IS PR ARTO HE AND ON HON OTS WHOMLFTHE hIE� LTO TITLE OMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 1,Z TO n G ASSIGNEES THESTED HEREON,AND �' �7- TO ASSIGNEES OF THE LENDING INSn- 1 �/�i /ti� BLDG.DEPT. nm0 .CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 l• Y 9 TOWN OF SOUTHOLD THE XISTENCE OF o 3 AND OR EASEMENTS ROF RECORD WAYS OFFTCES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 322 Roanoke Avenue P.O. Box 1931 Riverhead. New Yogic 11901 Riverhead, New York 11901-0965 SURVEY OF LOT 98 MAP OF CEEDA CEDAR BEACH PARK EDGE OF pgyEMEn�°� .R FILE No. 90 FILED DECEMBER 20, 1927 POj�1 T SITUATED AT #I4 BAYVIEW FOUND'STEEL PIIJ I " 7.4•N. ,•5•W "_.. ° a TOWN OF SOUTHOLD S 7g�53 , OyERHEAIIWIRESN._.._..._ ___W$UFFOLK COUNTY NEW YORK 08 ! S.C. TAX No. 1000-92-01 -05 0 unu 'P t�r ✓i)i l J 6; ia:.s +J Z! i��;48 FO SCALE 1"=40' N QCE' O 1 3 n° ro a #, a,SING—U.- il�?fl E,'•=,` " i MAY 22, 2006 N I / - \ `� ti.,�,Zoo ;� ,,,.1• a _ : / h II t JUNE 3, 2007 ADDED SITE PLAN / \ '__:eC;L:.�,_,�, y�•. +•1,11 ..,,.. R_J_Oe.d g._©_L_ SEPTEMBER 16, 2008 REVISED SITE PLAN ....yy..r.+.•w—. I �: - MARCH 3, 2009iSET LATH FOR SITE INSPECTION, ADDED PROP. WATER LINE &.-ELEV. DATUM MARCH 19, 2009 ADDED NON-TURF BUFFERZONEI s �/ i'ie S'M'?f p di31:owi -i d V'fatz€ Fup;tlz, i ae: '.Ev' ev Uil, lu,,; ;un nave been JUNE 17, 2009 ADDED DRAINAGE CALCULATION ZONE'; I /� g[)v ?,R(Si or 3;IGti?ti:)'•"s+i'.i 1i3' a "'fSi t,N t:^<fa el �F!:Lu. �FIC fOYlioi to ; OCTOBER 7, 2009 FOUNDATION LOCATION ���'. ' i �r� { AUGUST 5, 2010 FINAL SURVEY C-y NE X* d e �/ J O �` ^tee Satt:i%FiCi•�a}i F!'�r7 ';. %1,';%S•.!:':;I{';'b��)'ti., `KY_'!1(-�fiiFv, i - C1..1:='a AREA = 28,451.17 sq. ft. q7 I �jr (� I •* o' ,: ` -•�_�. (TO TIE LINE) 0.653 cc. . 0v a4vtr11'c7'ter J. Hilbeft, RE Office of lPeasteivater Management NOTES: � ._.___..___... L_ELEVATIQNS..AR REFERENCED TO N.G.V.D. 1929 DATUM 0 2. FLOOD ZONE INFORMATION TAKEN FROM: - FLOOD INSURANCE RATE MAP No. 36103CO169 G v p�'gCH/Ng 2�= P ooW ZONE AE: BASE FLOOD ELEVATIONS DETERMINED •;� °OL1 JQ�Q .I' 2j p '3 m ZONE X': AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVQR[t�E '✓p 2� �' _4 DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THA r�v L f• 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. POOL - �Y ' WpOP///y� ° ��� o_y ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. OL2 _ ODD! yfR'a `" 'p'o - .� O 2Od S D , �7 nl 3 Sro6p ^...._ mm OVER ORC E . / L�OT COAICwA 2J.41 i' i (DR eCL C1y1A4VEY 7Z 0 N &o�vD,.#SDE p) �Q, S,�0pD o ?6 v�W Dopp N SEPTIC SYSTEM TIE MEASUREMENTS s N �, w Eck ti N �6.8, HOUSE HOUSE ` Wool) 35.3, N SHOD `\4 o v �'Sty CORNER CORNER 16.8' PORc s 3 �� W� SEPTIC TANK - \ Q�W COVER 18' 14' PREPARED IN ACCORDANCE WITH THE MINIMUM 3g4, p� U w�� BY THSTANDERDS•AFLOR TITLE SURVEYS..S. AND APPROVEDAA ESA OP D _ T E WOOD i� LEACHING POOL \�D rr \7 &S �OOp � P� �� � COVER 1 31' 27' ^ ' �� G '` '. FOR SUCH USE BY THE NEW YO j P�LM@w �� G r �� 1� 1 TITLE ASSOCIATION. I A`® 8Rrn'f(L ''� �oq� Imo_ � ,n I i Dlq y o YI E ` LEACHING POOL 32.5' 13.5' ice!• 11 ' ' i r DEfa� goy I (aR Lt a COVER 2 }` i : G'� "'3� I .#• /q. op FElvcc NON—TNRF1eV FEr? TOP OF BANK PIP ING LAMP E OSE POST 2. BOT)'pM OF BA (p WaOD BULKHEgpK I W000 �' 1 __ ZONE X* �v�v N.Y.S. Lic. No. 50467 NE AE WOOD WOOD (E� 8) UNAUTHORIZED ALTERATION OR ADDITION STEPg SiFEL TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III JET. IUNG SECTION 7209 OF THE NEW YORK STATE H/GH W47-ER MgRk 0•81E. 3 EDUCATION LAW. TIE LINE ALONG APPARENT HIGH O HIGH WATER MARK COPIES THIS SURVEY MAP NOT BEARING Land Surveyor WATER MARK ON — _ MAY 2z. 2006 O THE LANDD SURVEYORS INKED SEAL OR _— . EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N 84°13'36" yy jV 3 52.13' 1�20,\ O CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 48 ?Z" IS PREPARED, AND ON HIS BEHALF TO THE Title Surve s — Subdivisions — Site Plans — Construction Layout H .20 W TITLE COMPANY, GOVERNMENTAL AGENCY AND y OG LENDING INSTITUTION LISTED HEREON, AND J�7 T TO THE ASSIGNEES OF THE LENDING INSTI- 1 _ 'C TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 �1. 4 a y' 3 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. Permit# Permit Date 0 REScheck Software Version 3.7 Release 1 b N/" Compliance Certificate I Project Title: May Beach House Report Date:04/29/09 Energy Code: 1995 MEC Location: Shelter Island,New York Construction Type: Single Family Glazing Area Percentage: 31% Heating Degree Days: 5572 Construction Site: Owner/Agent: Designer/Contractor: Cedar Point Drive East Pospisil&Brown Architects,P.C. Southold,NY 141 Hampton Road Southampton,NY 11968 (631)283-3465 www.pospisilbrown.com . • r •• Ceiling 1:Flat Ceiling or Scissor Truss: 1133 30.0 0.0 40 Ceiling 2:Cathedral Ceiling(no attic): 247 19.0 0.0 13 Wall 1:Wood Frame,16"o.c.: 2200 21.0 0.0 85 Window 1:Wood Frame:Double Pane with Low-E: 472 0.260 123 Door 1:Solid: 20 0.260 5 Door 2:Glass: 215 0.320 69 Basement Wall 1:Solid Concrete or Masonry: 821 13.0 0.0 48 Floor 1:Slab-On-Grade:Heated:,Insulation Depth:6.0' 821 5.0 612 Compliance Statement:Statement of Compliance:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 1995 MEC requirements in REScheck Version 3.7 Release lb and to comply with the mandatory requirements listed in the EScheck In hecklist. _ Pospisil & Brown Architects P.C. 5 2001 er n Da Date Sou hampton�.Ny 11968 May Beach House Page 1 of 1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - SUBJECT TO DAMAGE FROM POSPISIL & BROWN GROUND 5NOWLOAD WIND SPEED SEISMIC DE51GN CATEGORY WINTER DESIGN TEMP ICE UNDERLAYMENT REQ'D FLOOD HAZARDS AIR FREEZING INDEX WEATHERING FROST DEPTH LINE TERMITE DECAY ARCHITECTS, P.C. 20p5f 120mph B Severe Elev. -3'-0" from Grade Moderate to Heavy Moderate to Severe I I OF Yes 510 BUILDING DEPARTMENT INFORMATION Vent Thr u Vent Thru Vent Thru Vent Thry SUFFOLK COUNTY TAX MAP NO.: 1000-92-0 I-05 J 141 Hampton Road T:631.283.3465 `I(Root Roof Roof ROof ZONE: TOWN OF SOUTHOLD, R-40 1� � •� � PRESCRIPTIVE OR ENGINEERED: COMBINATION CEDAR Southampton,NY. 11968 F: 631.283.3593 3" 13" 13" 1 3" POINT 1 i i i SQUARE FOOTAGE5: LOWER LEVEL: 821 5f Heated Area D��V� q 12• I /� T FIRST FLOOR AREA: 1 ,140 sf Heated Area I -- �---.- - - 1y2 i �Iy2 i1y2• 1 i 1 1 I i I i i i ProJectName: SECOND FLOOR AREA: 1 ,380 5f Heated Area - 1 1 I k: 2 f 33 Ff Total OPEN DECKS/STOOPS: East Deck: 195 sf; South Deck: 288 sf; UpperDec 50 s , 7 I I lyZ i I i i COVERED PORCHES: Front Porch: 38 5f; Screened Porch: 250 5f; West Porch: 22G sf; 514 sf Total UPPER LEVEL ( I May Beach House I 3" 2" O o,o, 1 i DE51GN LOADS: FLOORS: DEAD: 12psf; LIVE: 40p5f I I Cedar Point Drive East 1 1 1 LIVE: 3o sf � Southold, New York Bathroom 3� SLEEPING ROOMS: DEAD: 12psf; p i i I I ATTIC W/STORAGE: DEAD: I Opsf, LIVE: 20psf 1 1 1 1 I I I 1 1 1 i i i ROOF: DEAD: 12psf; LIVE: 20125f � I I 1 1 2' PORCHES: DEAD: 15psf; LIVE: 4op5f 1 I I I I r-----T-- T — IIYz' i i i1y2 �Iyz i1y2 ily2 BALCONIE5: DEAD: I5psf; LIVE: GOpsf I 1 1 1 i SNOW: 20p5f ( OCCUPANC" Y j 1 1 I 1 I ly. 1y2 i EXPOSURE CATEGORY: C Iy2 1 1 I USE IS UNLAaA/P�UL MAIN LEVEL IDWI SEISMIC DE51GN CATEGORY: B � � ( WITHOUT CEPTIFlCA1-F 1 3• 2 C.O. WIND ZONE: 120mph; Zone 3; LE55 THAN I MILE FROM COAST; M1551LE D TEST APPLIES I DO NCjT IPROCEE Vl TH OF OCCUPANCY 14tchen 3, i Bathroom GLAZING: All windows to be provided with minimum 1/2" thick plywood protective panels. Panels shall be pre-cut to overlap unit I I I FRAN11ilCa UNTILE UR BEY 1 trim by 2" minimum on each side, shall be labeled with their location, and shall have all attachment hardware provided. I OF FOU, !DIATION L CA:IOlU Panels shall be attached with 2-112" #G wood screws at 12"o.c. 15' I 20,HAS EEN APM V 1. A P P it;;VE D A t: 'g D . I I DATE:I B.P.#-__ I LUMBER SPECIES t GRADE: I I I FEE' L1U S'-L"_' r \11 R r_____, FLOOR FRAMING, HEADER5, W00)D BEAMS, t RIM JOISTS: TRUSJOIST ENGINEERED TJI, LVL, O L55 LAMINATED LUMBER PRODUCTS, Fb = 2,GOOpsi Dotted boundary "! 1 I I I shows exi5tmg I I _ 1 IYz° 11yz 11yz 11� NOTIFY BUILC'!i iia �.;� ,�,RTM�NT AT 1 I ROOF, WALL, t CEILING RAFTER 17RAMING: DOUGLA5 FIR-LARCH #2 GRADE, Fb = 875psi I 1 house and decks i65-1602 8 AM TO � P!a9 FOR THE SHEATHING t FASTENING: (NOTE: 5EfE FASTENER SCHEDULE, SHEET 5-3 FOR MORE INFORMATION.) I I to be removed I FOLLOWING INSPECTIONS: I 1. FOUNDATION - TWO RFQUIRED IYz' 1 2N FLOOR: (1) LAYER 3/4" CDX TONGUE t GROOVE, GLUED t SCREWED I l I FOR POURED CONCRETE LOWER LEVEL w �� , „ I I 2. ROUGH - FRAMING & PLUMBING WALL: (I) LAYER I/2 CDX APA RATED, NAILED WITH GD @4 O.C. @ EDGES, G O.C. @INTERIORS; IF PNEUMATIC GUNS ---. 1 0 3. INSULATION C.O. ARE USED, NAILS SHALL BE .097 - .099 NAIL 1-3/4". 3" O.C. @ EDGES, G" O.C. @ INTERMEDIATES 1 Laundry 1 I I 1 I � 1 cv 4. FINAL - CONSTRUCTION MUST C.O. Bathroom 3' ROOF: (1) LAYER 3/4" CDX NAILED WITH 8D @ 4" O.C. @ EDGES, G' O.C. @ INTERIORS; IF PNEUMATIC GUNS ARE USED, , I I 1 I'-5" BE COMPLETE FOR C.O. NAILS SHALL BE .097 - .099 NAIL 1-7/8", 3" O.C. @ EDGES, G" O.C. @ INTERMEDIATES I Gr4, I; - I ALL CONSTRUCTION SHALL MEET THE To Approved I ?: REQUIREMENTS OF THE CODES OF NEW Sanrtary System YORK STATE. NOT RESPONSIBLE FOR House I pp ` Trap ( �..-_.i ( O DESIGN OR CONSTRUCTION ERRORS. ROOF PRESSURE Z'ONE5 DIAGRAM, SCALE: 1/8' = 1'-0" tu PLUMBING RISER DIAGRAM COMPONENT CLADDING PRESSURE ZONES: U�a ar l — c GABLE ROOF, 33.G9°SLOPE @ 2T-0" ± HT.2 ._. .....-...._....._...-__. � Solar ZONE EWA(sq/ft) DESIGN PRESSUREI ` @ 1 G . 3/1 rr _ I I_On Panels m I `` J �0N?PLY WITH ALL CODES F Scale G ZONE I : > 100 30.1 , -30.I W _ EW YO^K STATE & TOWN CODES o I _ _ a l I l l AS REQUIRED AND CONDITION OF 3a ZONE 2 : > 100 30.1 , -3G.3 1 1 ZONE 3 : 1 > 100 30.1 , -3G.3 v SOUTHOLD TOWN ZBA N I 1 IA SOUTHOLD TDANPLANNING BOARD 3 2 @) U SC O 2 O I I l ' 1 E� ;°1 HOLD TOWN TRUSTEE Provide M5TA30 or equal O SHED ROOF, 18.44° SLOPE @ I G'-0" ± HT. - I metal straps over ridge to I I z / ,` i , L.� N.Y.S,DEC I (sq/ft DESIGN PRESSURE) -"'T- roof rafters -typ. @ I G ZONE EWA O.C. (not applicable if collar ties I _ _ 1 ZONE I a: _ CERTIFICATION OF • 1 I are present) ZONE 2a : - - I Nam ' NAILING & CONNECTION ZONE 3a G5 12.7, -42.0 CD i v L REi�UiR I ( � .I I I 3a r`r• I v G ?L 'C�f��Tl;1; , O PLUM O I y �t'EQU ~:ALL PLl)'�BING VJFISTE t,r4Ti r.i (D I I &WATER LINE, NIEED r ° '-'� 5 Provide (8) I Od common ( TESTING BEFORE .0)VERINdr, �D1 ')OF N � � `'I F�TF CEP A nails each end of collar ties I _ �,p• l I I I PLU�VIBEF� Itr-Ivr,TIOI RETAIN STORM WATER RUNOFF \ / ON LEAD CONTEW BEFO =E PURSUANT TO CHAPTER 236 Provide alternating Simpson CERTIFICATE OF�ICCUPAI`" OF THE TOWN CODE. H2 t H 10 or equal hurricane 3 DI straps to tie roof rafter to O O ( - SOLDER USE IN WATEi 3 dbl. plate t stud -typ. 2 2 �— SUPPLYSYSTE��1 CANN ' Date: 2O I ( DI O I EXCEED 2/10 =1a/°LEA Bid Set 05-15-09 Wood Bulkhead Note: O 3 O 3 I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF DRAW I N G L 1ST O I O I O Wood I POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE O O I Steps I SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE RS OR A-0 51TE PLAN, BLDG. DEPT. INFORMATION I USED SUPPLIERS Y THE OWNER, PROJECTS FOR SUB-C ITIONSOOTHI SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS I 2 O 2 I O PROJECT OUTSIDE THE SCOPE THE WORK.POSPISIL 8 FOUNDATION PLAN O O I BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW STATUTORY AND OTHER A-I to A-3 FLOOR PLANS O (DO I O I RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL _� I TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE O O I COPIED,DUPLICATED, COMMERCIALLY EXPLOITED,IN A-4 to A-5 EXTERIOR BUILDING ELEVATIONS O O WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF A-G BUILDING SECTIONS F' 3 3 POSPISIL 8 BROWN ARCHITECTS,P.C. Provide Simpson LT4 or tie A-7 to A-8 SECTION DETAILS I COPYRIGHT a 2009. ALL RIGHTS RESERVED. equal metal straps Seal: rim board to dbl. plate 5-1 to 5-3 STRUCTURAL DRAWINGS -typ. @ I G"O.C. Provide Simpson HG or �RC�,, Pro ert of:equal metal straps to tiep yw � wall studs of both floors Exterior Door Window Schedule JACK MAY p J to later t band oist - typ. @ I G" O.C. Letter Manuf. Model Number Rou h O enln Location Description General Notes � Width Heia ht A ThermaTru 52150 3'-2 112" G'-110 112" Mudroom Fiber lass Inswin 9-Lite Ent Door I . All exterior glazed windows and doors to SltUate: Provide Sim son HG or B Andersen TW20310 2'-2 1/8" 4'-C) 7/5' Entry, Laundry Double-Hun Window be as manufactured by'Andersen' unless p otherwise noted. Provide with 7/8" / equal metal straps to tie wall C Andersen TW210410 3'-0 1/8" 5'-(0 7/8" Varies Double-Hun Window- E simulated divided fights, spacer bars,ress DayvieW stud to plate t band Joist D Andersen TW24310 2'-G 1/8" 4'-CD 7/8" Varies Double-Hunq Window - typ. @ I G' O.C. E Andersen TW284 I 0 2'-I 0 I/8" 5'-CO 7/8" Great Room Double-Hun Window aluminum sills, and white coastal hardware. Town of Southold F Andersen FWG50G I I L 5'-0" G'-II I" Great Room Frenchwood Glidin Patio Door 2. All exterior doors to be provided with Suffolk County, New York Drawing Name: G Andersen FWG 120G I 1-4 I I'-9" G'-11 1' Great Room Frenchwood Glidinq Patio Door swinging screen doors as selected by - " Provide appropriate metal H Andersen C235 4'-0 I/2" 3'-� 3/8" Kitchen Clad Casement Window- Pair Owner. plate washer, nut t anchor I Andersen C 135 2'-4 7/8" 3'-°ra 3/8" Kitchen, Pant Clad Casement Window 3. Some doors and windows may have Area: 28,451 . 17 S.F. (0.653 Acres) BUILDING DEPT. INFORMATION, bolt to tie sill plate to conc. custom lite patterns (i.e. G over G rather foundation wall -typ. @ G'-O" J Andersen FWH29G I I 2'-9" G'-II 1" Kitchen Frenchwood Hin ed Patio Door than 8 over 8). Lite patterns shown on SITE PLAN O.C. 12" from corners of K Andersen FWH3 1 G I I AL 3'-1" G'-II I" Ent Frenchwood Hin ed Patio Door exterior elevations shall govern. SCTM No.: L Andersen FWH2 I G 1 15 2'-1" G'-11 1" Entry Frenchwood Hincled Patio 51delicjht 4• All exterior doors and windows to have 1 000-92-01 -05 building + openings,12" min. M Andersen TW2042 2'-2 1/8" 4'-* 7/8" Bath 2 Double-Hung Window field applied 5/4x4 Azek trim w/drip edge deep N Andersen FWHGOG I I APLR G'-O" 8'-W 112" Common Area Frenchwood Hinged Patio Door - Pair and lead-coated copper flashing, and 2" Provide Simpson LPT4 or w/FWTGO I G with Transom Zonln R-40 (Residential) EIf Drawing Numnor equal metal straps to tie O Andersen A251 2'-4 7/8" 2'-CO 5/8" Gable Ends Awning Window Azek sills with I long horns unless 9 D h rim board to sill late - otherwise noted. p typ P Andersen A31 3'-O 112" 2'-CO 5/8" Cupola Awnin Window @ I G"O.C• Z Andersen 2820 2'-8 I/4" I'-11 1 314" I'-113/4" Basement Hopper Window i MAY 2 0 2GG9 SITEPLAN BLDG.DEPT. TYPICAL 5TFNJAPPING, DIAGRAM TOWN OF SOUTHOID Scale = 1 :20 No Scale POSPISIL & BROWN ARCHITECTS, P.C. A-7 141 Hampton Road T: 631.283.3465 Southampton,NY. 11968 F:631.283.3593 t 35'-0" 11'-G" 9-03/" Project Name: - /4 -4j/en 1 - I�Gn 10-3Iy64 � �-- _ May Beach House _ (2) Trtd. _ (2)Trtd. _ (3) Trtd. 2 x 1 O's _ __O) Trtd. 2 x I O's _ I .7 2 x 10'5 2 x 10'5 T.O.P. -P-11 114- L) J L — J L J L — J Typ. of (I 3) @ o I Cedar Point Drive East Porch # Open Decck I I 1 / - +I O_ o_ X Southold, New York \j �x 4, U N N O v O v JJ* m — ° — ° CV C!J I 1 --1 cV CD 5' G�/g. F L P a o x N ^^^GGG N N ° "1 2x 10 trtd. ledger _ i � o O thru bolted to fdn. wall w/3/4" lag bolts @ 24" o.c. `r rvl _ _ - - _ (1) Trtd. 2 x 10 ILI n-;r ;3 I I� T.O.P. -P-1 1 1/4" V_ O T.O.W. -P-2 1/8" I 8" Indirect I Air .10 � WH handler X Typ. of(13) @ ~1 X co u Porch * Open Deck N N o — 3 Trtd. 2 x 10's 4 8 Flush dU 11 Boiler ,.. II I' , i Gil wide ftg. at l� Basement -..�1�. �;,_ 1 „ In o chimney- typ. 4" thick concrete slab over G mil. polyethylene I rj .. 1, .: X � N 0 5' I 0 moisture barrier over G" gravel on well compacted ��; (, .• •., I N �1- in o N to sub-grade with 2 blue board rigid insulation - .4 4' wide, continuous at perimeter N t� =� Ash clean-out - "J •� N T.O.P. -2'-1 I/2" — I - u � .� :, h .,• _}Trtd L _ _ - _ _ _ 3 Trtd. 2 x 10's 2 x I O Flush J E 1 33'-8° ^ 2Y 10 DJ @ I G" o.c. 1p 4- 11. 2 — aN XI O -Z0 3V2' 0 steel column onIIN A-6 I X R II 30"W x 30"W x 12' m � A-6 Sol- I concrete footing with o " I (4) #4 rebars each way v J Heights of piers to be I� o L L I „ — — verified in field due to CID N N I _5/4 1 I /,3 P5L 1 I over undisturbed soil - (1)Trtld. 2 x 10 site slope conditions, ( L -- us -� —� — Z � O typ o '. I L J I 12"x 12" concrete peer on N 1 24"W x 24"W x 12"D concrete footing w/(3) #4 rebar each way over ' I undisturbed soli. Bottom of footing to L J 2x 10 Treatted DJ's @ I G" o.c. I I I T.O.W. -I -2 1/8 be 3G" min, below grade. Provide metal T.O.P. -4'-8 3/4" I 1 in post base to support treated GxG post typ, at all piers. �U IXI I I /8"TJI/5G0 series @ I G" o.c. I _� N LL NCI — SYMBOL LEGEND `° IN 4'N 4" 3'-101/2" O � 1" I v 8 "r:`.••�- 01 Foundation Wall T.O.P. -7'-8 3/8" I I - N Foundation Wall - Low I (2) Trtd 2 x 10's 1 I Permit Set 05-01-09 + N I I N _ Masonry - N _�J � _� "' I 18'-8" I extended footing N Note: A-G �� — — i '� 1 A-� — THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF Brick ,' I 7 X 1 I /g" P5L I POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE (n — -I m _ foj SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE T USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR T.O.P. -8'-9 3/4" Trtd 2 X 1 0 SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS Frame Wall - EWA �— I I I _ =.. PROJECT DE THE SCOPE OF THE WORK. ISIL& L J — J 1 '• BROWN ARCHITECTS,I P.C.SHALL BE EE DEEMED THE AUTHORS ----- Footing Below cp — _ -� _ _ " " - - RIGHTS IN ADDITION TO THE COPYRIGHTS.TH AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER N 7 F I I I I 4 4 DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL E L Steel Angle y, 8° I 4" ledge for O TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE _ COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN XI(j) stone eneer WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF Point Load T.O.P. -9'-2 3/8u =N 7 I - " N p N N "ivnangth to POSPISIL&BROWN ARCHITECTS,P.C. T.O.W. 9 G -� ) field COPYRIGHTa2009. ALL RIGHTS RESERVED. Point Load from Above cm IIL I i- I ~(3) 2xG Post-Up 5upports Beam Above .,4' I I I I L JTrtd 2xG seal: ��L1 I � � e ® _ ; ; :Lu` _. T.O.W. -G'-0" (3) 2x4 Post-Up Supports Beam Above L L L — ,� 2-x 5 trt-cTFedger j 4" O (3) 2xG Post-Down to Support Below - T.O.P. -10'-'-0 3/8" I1N N N 1I 7'- T.O.P. -10'-0 3/8' . ❑ (3) 2x4 Post-Down to Support Below in ° T.O.W. -P-2 1/8" O 5teel Lolly Column �1 11 T.O.P. -9'-9 5/8" S�gTC ol�a°vj yo�� Direction of Framing I I Trtd 2 x8 I OF NE L = — — -C -�J —-— Centerline of Framing Member 7'-G" 3'-51/4' G'-73/4' G'-eh2' G'-73/4' Drawing Name: A J t I 01 10 T.O.W. Top of Wall 7'-G" 20'-0" 7'-G" FOUNDATION PLAN T.0.5. Top of Shelf t 35'-0" T.O.P. Top of Pier V.I.F. Verify in Field I Ct Centerline A-7 Drawing Number: Notes: i .) Provide solid blocking below all frame walls. FOUNDATION PLAN 2.) All dimensions are from framing unless otherwise noted. 3.) Use (2) 13/4"x 1 17/8' headers for windows unless otherwise noted. I '" 4.) Roof rafters shall be doubled-up wherever double collar ties are shown. Scale:Y4' = 1 '-0" 5.) Double-up collar ties at all hipped roof apexes. A� POSPISIL & BROWN ARCHITECTS, P.C. I A-7 141 Hampton Road T: 631.283.3465 Southampton,NY. 11968 F:631.283.3593 I I_ Protect Name: — y — May Beach House Cedar Point Drive East Southold, New York i ❑ ❑ � I II I- I 1 11 2x 24-4 2 - 81-811 I' I I I I - - — .. RAINY DAY MECHANICAL ROOM r Concrete Slab —co ROOM '. Ash cleanout I - _ A, ❑ I � " (2) Layers 5/8"Type 'X' Pop Ire-resistant sheetrock 2 ti 1 on framed walls and ceiling 2 Concrete Slab of Mechanical Room I �� 'd ' u- `� ❑ Shelf - -r kl�I a Bench - - - Tile L Storage� r I Closet m O30x80 — — — BATH # 3 Noat Storage _ •n r r (M undeer deck above I x I II z 21151-7M 5/2I41-711((Dirt Floor) , ; Le LV� = - - ---- ---- Up 14R N I Bid Set 05-15-09 F- - - - - � D W I Note: LAUNDRY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF — — — — — — - POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE r T MUD ROOM SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE I I I I I I J USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR I I _ Tile SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS f2. HO C PROJECT OUTSIDE THE SCOPE OF THE WORK POSPISIL& NG ALL BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS I I I AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER • I/ OUTDOOR RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE I _I �2x 5'-7r21 2" I2'-0" 2 1A ER I TECHNICAL RAWINGS,AREDESIGN SHOWN AND IPROPRIETARYANDCBED HEREIN, IANNOTBE 1 11 i I I - M V V 5/4x4 Mahog COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,INany Dec I WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF _ S POSPISIL&BROWN ARCHITECTS,P.C. mm I m I COPYRIGHT c 2009. ALL RIGHTS RESERVED. Bench Seal: F1.B. O I th I B n n q I O 3-8 3-101 O I .vP v COVERED I II 0 7'—b11 ENTRY ' '� ` 5/4x4 Mahogany Decking OF m'iNN L ------------1D ——— J IDrawing Name: LOWER LEVEL FLOOR PLAN I A-7 Drawing Number. LOWED LEVEL E LOOK PLAN ® . Scale:Y4' = P-0" X POSPISIL & BROWN ARCHITECTS, P.C. i - A-7 5 I'-O" 141 Hampton Road T:631.283.3465 35'-0" Southampton,NY. 11968 F: 631.283.3593 8'-G" 1&-0" &-G' 4'-0" G'-0" 2'-G" 9'-0" 9'-0" — �'-�" 4'-0" 12'-0" Project Name: K — — — — — — — — — — — — — — — — — — — — — — —x — — — — — — — — — — — — — — — — — — — — — — — — — — May Beach House . I Cedar Point Drive East Southold, New York DECK SCREENED 2j 5/4x4 4 I PORCH Mahogany I O d � Decking I d 5 — 5/4x4 I — Mahogany I G"Tread deptth r— — — Deckmg 5/4x4 X I I I / Mahogany Stoop I I P r I I I % 1% % .....:.�.. .lam J COVERED I L? KITCHEN O PORCH OWood Floor 5/4x4 II Mahoc3any Deck nej I- GREAT ROOM O I II Wood Floor �� �o 77 Q o r a F.I. �0 L - - - - -jai J 2 — 5/% z 34-I 5�z O I 2 3` A-G Refr. — — — Refr. $ Dn 14P,ea ' N PANTRY - m I; ' I lP�if I 1l. Cubbies Seat ENTRY DECK ---- - a -/4/1 v\ — °5/4x4 — N. Maahogany I O o I Decking 3• " ENTRY - - - - Dn 18R niF 4 N@+/-G" ea o Wood Floor I I o I NDate N B d Set 05-15-09 Note: ---- THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF — _ POSPISIL 8 BROWN ARCHITECTS,P.C.AND ARE FOR USE Seat a SOLELY WITH RESPECT TO THIS PROJECT.THEYARE NOTTO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR CubbiesU SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS /' — — — — — — — — — — — — — — PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& r- JJJIII % BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS CV j —t� J AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER ' I ;/ 30x80 1YYY 8 RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE BATH # I I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL _6 O TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Tile p o I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN I I I WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF I 5�/2" g'_4" 3/z' 7'-0" 5� - 5�p I - POSPISIL&BROWN ARCHITECTS,P.C. i Bench� Pegs— ERVED. � j O / I � COPYRIGHT o 2009. ALL RIGHTS RES o !" Seal. c1E iE�'J ARC C' D Ln v + O Or. r L �` \• f CFI 51-I%2' 14'-101/21+ 3'-7" 3'-1 1" Drawing Name: 4'-0" 7'-G" 20'-0" Gable Width 7'-G" 12'-0" FIRST FLOOR PLAN 5 I'-O" A Drawing Number: MAIN LEVEL FLOOK PLAN Scale:%4" = P-0" �...:... POSPISIL & BROWN ARCHITECTS, P.C. I A-7 471-011 141 Hampton Road T: 631.283.3465 Southampton,NY. 11968 F:631.283.3593 20'-0" Gable Width 3'-1 O" 7'-511 G'-3" G'-3" 71-4" 11'-511 4'-G" Project Name: — — — — — — — — — — — — — — — — — — — — — — — May Beach House u Cedar Point Drive East I� Southold, New York II II II II DECK jj q II 5/4X4 II II Mahogany Decking II II —�D= —T7 ll II II II II II I512" 13'-13/8" 12 j 1 131-21/8" 3i2" ' 19'-2%2" 5/2" � 1 � I o s I � � I I . I I \ I 3 1 � ICI � I� 3 I BEDROOM # 2 c� Wood Floor 911E 1 — — — 1 R1E I i 1 �° ca Cu ol E I I o cm I p ly 1 above COMMON I I I--\ o y T AREA 1 1 1 I 1 1 I 1 Wood Floor 1 1 L I � Attuc i Access BEDROOM # 3 1 q 2 Q I 1 �° Wood Floor 2 - 4" stud pocket Dn 14� _ typ. I Il— — ' 4'-I" 2 2 ' _� i ' J I n — 9 — — — —(�)L — Q L — Linens N 101-1%21 � I BATH #2 I- — — 30X80 IX - - - Tile - - --- U - ---- 30X80 — -- — _ pocket door '0 Ln i m S, o = 1 71-(;21 o a / CV 1Date II II I _N = GI_311 - I N B d Set 05-15-09 00 A-6 � � � I A-6 _ c� —�- - - - - - - - - - - - - - - - - - - - - - - - - - - r------ -- j— —I— — — — L------ i i Note: — %"' '- ' '% _� THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE 1 SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER 1 BEDROOM # I RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL j r Wood Floor TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN In _� WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. / —, COPYRIGHT c 2009. ALL RIGHTS RESERVED. 1 in _ Seal: --D SIN -J I - - - - - G` �3 .1 I to U) - 51- 4" A o 3'-10" 3'-8" 101-011 101-011 4'-8" 10'-411 41-G" Drawing Name: 7'-G" 20'-0" Gable Width 19'-G" 471 011 SECOND FLOOR PLAN 70 — — — — — — — — — q_7 I I Drawing Number: CUPOLA PLAN UPPER LEVEL FLOOD PLAN Scale:y4' = 1 '-0" Scale:%4" = P-0" X I Top of Ridge @Cupola — A-7 POSPISIL & BROWN Elev. +3 P-2" 12 8 — — — — — . — Top of Chimney — — ARCHITECTS, P.C. Chimney with fieldstone veneer- typ. Top of Wdge Top of Ridge _ 141 Hampton Road T:631.283.3465 -� Southampton,NY. 11968 F:631.283.3593 Elev. " Elev. +25'-0" GAF Timberline architectural asphalt roof GAF Timberline architectural asphalt roof 5hingle5; color Weathered Wood Grey- shingles; color Weathered Wood Blend typ. 112 - typ. a Project Name: Top of Plate Top of Plate May Beach House Elev. + 18'-0 *I/$" Elev. + 18'-O I/8" . - . . - . . . . . - . _ - y Top of Wallplate @Second Floor Top of Wallplate @ Second Floor Cedar Point Drive East Southold New York Elev. 4-17'-0 5%8" Elev. + 17'-0 5/8" ILPerfection red cedar shingle siding with LILILI - Perfection red cedar shingle slding with G" to weather-typ. G" to weather -typ. N Windows as manufactured Andersen; Windows as manufactured by Andersen; by see schedule Sheet A-0 -typ. See schedule Sheet A-0 - typ. Top of Subfloor @Second Floor Top of Subfloor @Second Floor —Elev. +9'-0 5/8" —� LJ Li -MP—Elev. +9'-0 5/8" 12 Top of Wallplate @ First Floor Top of Wallplate @ First Floor Elev. +8'-0" Structural wood brackets support shed White painted trim - typ. roof over side entry; see detail 4/A-7 Wood railing with white painted top and 10" dressed square columns, ptd. white bottom ra115 and posts, and natural - typ' cedar ballusters -typ. Wood railing with white painted top and LJ bottom rails and posts, and natural �? cedar ballusters -typ. c� Top of Subfloor @ First Floor — — — — — Top of Subfloor @ First Flocor Elev. 0'-0" Elev. 0'-0" I x8 natural cedar planking spaced 2" L — — -1Top of P.C_Foundation Wall apart -typ. — Elev. -I'-2 1/8" �15 ILL NORTH BUILDING ELEVATION ]]1] Outdoor shower area with natural cedar LLLrt enclosure Scale:y4' = 1 '-0" Top of Slab @ Basement I Top of Slab @ Basement — Elev. -8'-113/8" Elev. -8'-1 1 3/8" I f -1 F -1 f—1 - - - - - - - I I I II Top Ridge @Cupola — — _ . — �1 12 L — J — � J— — •--L —J — — a 2 I A-G A-G Top of Ridge — — Elev.+25'-b" Top of Ridge -- Elev. +25-0" GAF Timberline architectural asphalt roof, color Weathered Wood Blend -typ. 12 e Top of Plate _ Top of Plate — Top of Wallplate @Second Flcoor — — — — — — — — — — � � � Date: Top of Wallplate @ Second Floor Bid Set 05-15-09 Elev. 4- 17'-0 5/8"' Elev. +17-O 5/8" ' Note: FLILLL Exterior windows and doors as THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF manufactured b Andersen; see schedule POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE y SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE White painted wood posts and rally, Sheet A-0 - typ. USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR natural cedar ballu5tem - SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS �p' PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Top of Subfloor @ Second Floor Top of Subfloor @ Second Floor DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Elev. +9'-0 5/8" Elev. +9'-0 5/8" COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF - / POSPISIL&BROWN ARCHITECTS,P.C. Top of Beam @ Screened Porcch Top of Wallplate @First Floor COPYRIGHT®2009. ALL RIGHTS RESERVED. Elev. +8'-011 Elev. +8'-0" ,--- Seal: Perfection red cedar shingle siding with �,�'`� ,gip.�•� '`c . Screened porch with natural cedar framing, I' I. / G" exposure -typ. fiberglass screening and white paintecd wood posts - typ. �,' IIJul _ UIL 12 Top of Subfloor @ First Floor ( ,i .I Q6 Top of Subfloor @ First Floor - Elev. 0'-0" . — — — Elev. 0'-0° Drawing Name: r � NORTH � EAST BUILDING Top of P.C. Foundation Wall I ( Top of P.C. Foundation Wall Elev. -I'-2 1/8" ELEVATIONS LI I 1 O square dressed columns, ptd. white L — J - typ. I x8 natural cedar planks spaced 2"apart - typ. Drawing Number. Top of Slab @Basement I I I I I Top of Slab @ Basement E Elev. -8'-1 1 3/8" I I I I I I lev. -8'-I 13/8" . . - . _ . . _ . . _ . . _ . _ . - . . - . . - . . _ .. . _I .I _ -_ . . . �� . . _ . . _ . . J . . - � � EAST BUILDING ELEVATION� - - - rl �I F:H— L.7­1—T-J- L-L— 1J — Fi L-1 Top of Footing Scale:Y4" = I '-O° Elev. -12'-2 3/8" i A-7 POSPISIL & BROWN 12 5tanding seam metal cupola roof ARCHITECTS, P.C. Top of Chimney a N— Elev. + '-10" — — — — E 29 — — Fieldstone veneer chimney = I (C�'► I �" 141 Hampton Road T:631.283.3465 Top of Ridge Top of Ridge SouthamP ton NY. 11968 F:631.283.3593 — — — � — y Ill +25'-0 K Solar Panels by owners GAF Timberline architectural asphalt roof I IIII 'I r shingles, color Weathered Wood Blend - - 1 LJ I l 12 typ, Project Name: c� 8 Solar Panels by owners Top of Plate ,{, Top of Plate — — [FriMay Beach House E 8'-O Elev. +18'-O I/8" �- Elev. + 1 I/8" — . Cedar olnt Drive as Top of Wallplate @ 5econd Floor Top of Wallplate @ Second Floor Southold, New York Elev. + 17-0 5/8" Elev., + I17'-0 5/8" JLILI All exterior doors and windows as _1FH =N EL IFE manufactured by Andersen -see schedule " ILL sheet A-0, typ. U Top of 5ubfloor @ Second Floor = ,{, Top of 5ubfloor @ Second Floor Elev. +9'-0 5/8" Lj �— Elev. +9'-0 5/8" Lj Li Top of Wallplate @ First Floor Top of Wallplate @ First Floor White painted trim - Perfection red cedar shingle siding with P tyP lil .I ii I I. G" exposure-typ. 10" square dressed columns, ptd. white V, ll' -typ. c,7 Top of 5ubfloor @ First Floor I,il III .li i Top of 5ubfloor @ First Floor Elev. 0'-0" Elev. 0'-0" — To of P.C. Foundation Wall p � � I I I ( I I Top of P.C. Foundation Wall Elev. -I'-2 I/8" I I rJ L� rJ L1 rJ L-1 I rJ L-1 El 'V. -I'-2 1/5 " — 50UTh BUILDING ELEVATION I I I Scale:y411 = I '-OII To of Slab Basement p @ I � Top of Slab @Basement Elev. -9'-2 1/5" ( I �— Elev. -9'-2 1/8" T of Chimney op Elev. v 29'-I O" — — — — — op.' Chimney — — � 2 - A-6 A-6 Fieldstone veneer on chimney Top of Ridg Top e — — — — — of Ridge — — — — ,�� GAlf Timberline architectural asphalt roof GAF Timberline architectural asphalt roof shiingles, color Weathered Wood Blend - shingles, color Weathered Wood Blend - typ. tyP- Top of Plate = — _ Elev. +18'-0 I%8" Top of Plate — 1 Ill it III Ill — — — _ Date: Top of Wallplate @ Second Floor �_ Top of Wallplate @ Second Floor _ Bid Set 05-15-09 Ell �-17'-0 5%8" Elev. +17'-0 5%8° Note: Red perfection cedar shin le sidin with THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF —ILIL p 9 g POSPISIL 8 BROWN ARCHITECTS,P.C.AND ARE FOR USE Reed perfection cedar shingle siding with G" to weather-typ. SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS G" •to weather-typ. N PROJECT OUTSIDE THE SCOPE OF THE WORK POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER l0 RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Top of 5ubfloor @ 5econd Floor Top of 5ubfloor @ 5econd Floor DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Elev. +9'-0 5/8" —� Elev. +9'-0 5/8" COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Cn WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. Top of Wallplate @ First Floor Top of Beam @ Screened Porch COPYRIGHT®2009. ALL RIGHTS RESERVED. — Elev. 48'-0" — Elev. +8'-0" — Seal: White painted trim - typ. Screened porch with natural cedar frames, d r U u fiber All exterior doors and windows to have � �li ll '!! 'l glass screening and white painted / I 5/*x4 flat casing with drip cap and _ �— posts -typ. lead-coated copper flashing -typ. - ( o � 0 \\\ A�11�11 NTop of Subfloor @First Floorop of 5ubfloor @First Floor Ell 0'-0" — — — — . — . Elev. 0'-O° Drawing Name: 10 square dressed columns, ptd. white - — — — — typ' r F_ -1 r- -1 r -1 Top of P.C. Foundation Wall I I I I I I I I I I I Top of P.C. Foundation Wall — _ SOUTH WEST BUILDING Elev. -I'-2 I/8" rJ L, rJ L i rJ Li rJ L, rl L1 rJ Elev. -I'-2 I/8" ELEVATIONS Exposed portions of foundation to be L _ J L — J L— J L _J L — J L_ J parrged -typ. I Drawing Number. Top of Slab @ Basement I Top of 51ab @ Basement Elev. -9'-2 1/8" —� I I Elev. -9'-2 1/8" — — . . — . . — . . — . . — . . — . . — . . — . — . . — . . — . . — . . — . . — . . — . . — . . - - - - - - - - - - - - - - - � WEST BUILDING ELEVATION ;..I... ® va: �— _q To of Footing Elev. -12'-2 3/8" L _ cJCale:y4' = I I_OII J i A-7 POSPISIL & BROWN Q12 ARCHITECTS P.C. e Top of y Chimne — _ Chimney with field5tone veneer- typ. Top of Ridge 141 Hampton Road T: 631.283.3465 " Elev. +25'-0" Southampton,NY. 11968 F:631.283.3593 GAF Timberline architectural asphalt roof shingles; color Weathered Wood Blend 12 11 11111TII - tYl 8 Project Name: Attic 19-" Top of Plate Ma Beach House Top of Wallplate @ 5econd Floor Cedar Point Drive East Elev.+1 7-0 5/8" — — Southold, New York Perfection red cedar shingle siding with Bedroom # I Nall oJILI []F1 11F G" to weather-typ. N I �J Windows as manufactured by Andersen; see schedule sheet A-0 -typ. Top of 5ubfloor @ Second Floor 12 _ - - - - - —� Top of Wallplate @ First Floor White painted trim - typ. � aoo Entry p 10" dressed 5cluare columns, ptd. white - typ. °QILI] 11L. I Wood railing with white painted top and F7F7 bottom rails and posts, and natural cedar ballu5ter5 -typ. Top of 5ubfloor @ First Floor Elev. 0'-O" EAST-WEST BUILDING SECTION Face n9 South L - - -� I I I I Top of P.C. Foundation Wall ( r Entry I I Laundry I 5cale:y4' = I '-0" Ill ll Ill II I I I I ( I f I I Top of Footing — I A-7 12 e Top of Chimney _q��Elev. +29'-10" Chimney with fieldstone veneer-typ. — — — — - - - - — — � Top of Ridge — � - - Elev. +25'-0" Red perfection cedar Shingle siding with G" to weather-typ. Top of Plate Date: Bid Set 05-1 5-09 . - . . . . . _ . . Note: Common_ S ) _ THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF . . . Area POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE Top of Wallplate @ Second Floor SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOTTO BE Ele USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR v. + 1 7'-0 5/8" SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK POSPISIL& N BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS Bedroom AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE TF # 2 O TTI ;_N DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL IT ILL , I\ TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE 1 t� COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF i POSPISIL&BROWN ARCHITECTS,P.C. .0 0. LED Top of 5ubfloor @ Second Floor COPYRIGHT c2009. ALL RIGHTS RESERVED. Elev. +9'-0 5/8" Seal: ARC R E N� . . _ . _ — Top of Wallplate @ First Floor �, �,�ot Mcs i <,P 306 J ../ y�P White painted trim -typ. ill',,, 0 _ [] a Great Covered 10" dressed 5cluare columns, ptd. white sT �'�F4 t•,e� i :L1111 I IIJ _ Room 8 -' Porch i i - tyr. �T£ OF IN ` 5/4x4 Natural cedar decking -typ. Drawing Name: Top of 5ubfloor @ First floor — BUILDING SECTIONS Top of P.C. Foundation Wall Finished I rJ El. .1 2 ev. -I'-2 18" Mechanical I I I Drawing Number. Basement AreaI I Area Room L---�' EAST-WEST BUILDING SECTION ffacinoj5outh) III , 2 hi Scale:y4' = 1 '-0" x. I , I • 4 } — ... T f I op o Foot ng — rj L L� J '' --------�— Elev. -9'-G 1/8" I POSPISIL & BROWN Provide Simpson post cap5/ba5e5 model # A\CG max or 51milar to securely connect 4x4 column to bottom of ARCHITECTS, P.C. double plate * top of shoe plate-typ. 12 @ each 19105t j= 2xG RR ca I G" o.c. G 2xG Celhrog J015t @ I G" O.C. Azek beadboard 5/8" 0 bola w/ 1" 0 washer / 141 Hampton Road T: 631.283.3465 Southampton,NY. 11968 F:631.283.3593 Provide hurricane chp5 for ea. RR Connect 2 x 65 to P5L posts with \ (3) 2x8 Beam 13/4" lag bolt. Connect each rafter Hurricane strapping - typ. See diagram and ceiling Joist to 2x8'5 using sheet A-0 Simpson A35 angles both sides GAF Timberline architectural asphalt Project Name: 12 GAF Timberline architectural asphalt roof shingle roofing - color Weathered Wood ;,�' � • �� Blend -typ. shingles, color Weathered Wood Blend, 8 over 301b building felt, over 3/4" Ice * Weather5hleld 24" horizontally III III exterior 9ra e plywood, over 2x8 roof from exterior face 0f fram ng, over3 O I b. Ma Beach Ho use (2) I plain rafters @ I G"o.c. steel d owels felt, over 3/4" exterior gade plywood 5heathin TOP OF RIDGE @.MAIN GABLE 9 -typ. 77 Elev. +25-0" TOP OF PLATE Cedar Point Drive East II 11 ; :?; ; :�: — _ Dykes#I G5 crown, ptd. white -typ. \ Elev. + 18'-0 I/8° Southold, New York 6.d- I x8 fascia board, ripped, ptd. white - I I —' i;l tYP• 2x4 lookout rafters i " 0 la lbolt. Ca off ex o5ed cavities/2 g p p ha Beaded board soffit, ptd. white -typ Clear cedar or mahogany structural bracket 4" 2'-33/4" 5" G" I x8 frieze board, ptd. white-typ. White ogee gutters -typ. 10 41 TOP OF WALLPLATE @ 2nd FLOOR r E AirN �t Typical Wall Construction:co Elev. + 17'-O 5/8" I N -Perfection red cedar shingles with G" 2x 10 ceiling Joists I X8 fascia, ptd. white - typ. Chamfered edges too weather " - Home Slicker or Cedar Breather" @ I G o.c. with R-19 batt Azek beaded board soffit, ptd. white - I -151b. felt Insulation t . 1 -112" exterior grade plywood sheathing tYp 5/" 0 macchine bolt w/metal washer I x8 frieze board, td. white - ___L____ J secured tto 3Y2" x MY P5L columns. -2xG wall studs @ I G"o.c. Double 2xG to ate - Add Y4'x 5"x 10" steel plate typ. p pp in slots c:ut into center of 5 x 5 -- Typical Window* Door Casing: 5/4x4 flat casing with drip cap and lead-coated copper flashing at top and I" dado in 2" historic sills at bottom with I" horns, ptd. white - typ. 5/8" 0 bollt w/countersunk washers hex nuts (both ends of bracket) Provide 3V2'x3V2' P5L columns inside wall RAKE DETAIL SAVE DETAI L to support brackets 3 2 Scale: 1 - 1/2" = 1 '-0" 5cal e: 1 - 1/2" = 1 '-0" B IZAC KET DETAIL 4 Scale: I " = 1 '-0" Top of Ridge @ Cupola — T — — — — Elev.+3 I -2 12 Top Elev. Ridge @ upola Standing seam metal roof 2 I I A-G A-G Top of Midge - -- �` Top of Ridge Elev.+25'-0" 2— . . — . . Elev. + . . . . — Top of Plate Top of Plate Elev. + 18'-O I%8" Ele + 18'-0 18" Y v. / Top of Wallplate @Second Floor J— Top of Wallplate @Second Floor Elev. T 17'-0 5/8" Elev. + 17'-O 5/8" Exterior windows and doors a5 LILI White painted wood posts and rails, Common manufactured by Andersen; see schedule 77 natural cedar ballu5ter5 -typ. Area O Sheet A-0 - typ. Date: �o Bld Set 05-15-09 � Note: Top of Subfloor @Second Floor Top of Subfloor @Second Floor THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF Elev. +9'-O 5/8" O �— Elev. +9'-0 5/8" POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS _ - - PROJECT OUTSIDE THE SCOPE OF THE WORK POSPISIL& Top of Beam @ Screened Porch Top of Wallplate @ First Floor BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS — AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Elev. +8'-0" Elev. -I 8'-O" RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL - _ TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Perfection red cedar shingle siding with COPIED,DUPLICATED•OR COMMERCIALLY EXPLOITED,IN Screened porch with natural cedar framing, LILI G" exposure -typ. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF fiberglass screening and white painted wood — O POSPISIL&BROWN ARCHITECTS,P.C. t -t 1cre-e-ne- Bathpos s yp =� ] GAF Timberline architectural asphalt roof, COPYRIGHrm2009. ALL RIGHTS RESERVED. N Porch N \ # 1 color Weathered Wood Blend - typ. seal: ,E 12 ." P Top of Subfloor @First FloorL 6 Top of Subfloor @ First Floor__j as �TF J . Of Top of P.C. Foundation Wall I I TFE_ 1[ I I \_ Top of P.C. Foundation Walll — Elev. -P-2 1/8" rl Bath '-2 I/8" Basement Covered I I I_ — J 5a5ement #3 10" 5cluare dressed columns, ptd. white Drawing Name: Entry _ Entry I I - typ. Porch i BUILDING SECTIONS, SECTION Top of 51ab @Ba5ement— I I Top of 51ab @Ba5ement DETAIL5 Elev. -&-11 3/8" I Y Elev. -8'-I 13/8" — _ Drawing Number. L1 Top of Footing — — ', L _ J Elev. -12'-2 3/8" t� NORTH-SOUTH BUILDING SECTION FACING WEST } I Scale: I " := P-0" i POSPISIL & BROWN ARCHITECTS, P.C. 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: See 2/A-7 for typical May Beach House cave detail Cedar Point Drive East Southold, New York Typical Wall Construction: -Perfection red cedar shingles with 6" exposure 1/2" sheetrock-typ. - 'Home Slicker' Interior moldings as selected - 15 lb. building paper by Owner -112" plywood sheathing -2x6 wood studs @ 16" o.c. with R-2 I by Owner Finish flooring as selected batt Insulation 3/4" plywood subfloor, glued Hurricane strapping, typ.; see Diagram Sheet A-0 t screwed -typ. 2x6 bottom plate -typ. TOP OF SUBFLOOR @ 2nd FLOOR - EL. +9'-0 5/5" I-1/8"x 1 1-7/5" rim board 1 1-7/8" TJI floor Joists @ 16' CIO O.C. w/sound attenuation r` fiberglass batt _ TOP OF WALLPLATE @ 1st FLOOR EL. +8'-0" Double 2x6 wall plate -typ. i O O Q) s N 2" Thick bluestone cap with sloped top and drip edges E Shiplap#2 pine, vertical - 0 typ. Interior moldings as selected Frame (3) 2x 10'5 by Owner usin HUSZID-3TF Finish flooring as selected g by Owner Hurricane Strapping, typ.; See diagram Fieldstone veneer to match P-I top flange hanger p_I Sheet A-O chimney — 3/4" plywood subfloor, glued 2x6 Bottom late (3) 2 x 10 screwed -typ. p --- � TOP OF 5UBFLOOR @ FIRST FLOOR - EL. +0'-0" — � 1-1/8"x 1 1-7/8' rim board 2 ACE 6 (max) Q I I I I I I 2 AC 6 (maax) _/ 1 1-7/8" TJI floor Joists @ 16" o.c. with 6 x 6 posts Q R-30 Insulation -typ. 545"x 18" hooked anchor bolt with 3"x3"x:3/8" washer at top @ 4'1 o.c., 12" from - corners and openings- typ. #4 rebar vertically @ 12"o.c., 1-112" TOP OF P.C. FOUNDATION WALL clear from inside edge of wall, hooked at PBS 66 nailed all Simpson hardware -�N ° a Elev. -P-2 1/5" bottom as shown, 4 posts allign with for Uplift and Ri idI a 4 o gyp' P-1 and P-2 p g 2x6 ACQ treated sill plate w/sill sealer end 'Copperkraft' termite shield (installed colpper Q #4 rebar horizontally @ 12" o.c., typ. ° I I cp side up)-typ. a a a Approximate finished grade; slope away °i %/ from house -typ. Date: -GontirI poured concrete foundation Bid Set 05-15-09 wall (3000 psi) #5 re-bar 2" clear from Note: .° d G I tops and sides THESE DRAWINGS AND SPECIFICATIONS ARE HE PROPERTY OF -I" air space POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE 5 C RE E N E D PORCH 5 E CT I O N D ETA I L -2x4 wa I studs @ 16" O.C. with R-13 batt SOLELY WITH RESPECT O HIS PROJECT.THEY ARE NOT O BE O USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR O ° ® insulation SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO HIS PROJECT OUTSIDE THE SCOPE OF THE WORK POSPISIL& 3 -1/2" gypsum wall board BROWN ARCHITECTS,P.C.SHALLL.BE EEMED HE AUTHORS 4 p ° AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Scale: 1/2" = 1 '-0" ° ° ° #4 re-bar horizontal @ 18"O.G. DESIGN SHOWN AND DESCRIBED RESERVED RIGHTS,IN HEREIN,ION TO THE C INCLUDING ALL E N TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE C ° COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN #4 re-bar vertical @ 48" O.C. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF Q E ° a POSPISIL&BROWN ARCHITECTS,P.C. 4" a 8" /6 .� 3 " O 4" thick poured concrete slab over 6 mill. COPYRIGHT m2009. ALL RIGHTS RESERVED. polyethylene vapor barrier over 2" ItN I W 8 x 10 (drill to pack out; with 2 x lumber) ° �. blueboard rigid insulation over 6" sand Seal: tED AR over well-compacted sub-grade ����` Cti�. Q Plate 6 x 4Y2 xY4 Plate 8 x 4Y2 xY4 112" wide asphaltic filled expansion Joint- V\0 s A• r o Q #4 rebar @ 12' o.c.,, typ. #4 dowels @ 48" o.c.- bend as shown In Steel 4"x 4 xY4" Steel 4"x 4"xY4 footin° •°. ° 9 t.,. ',•�.�. ° ° Q " o #4 rebar @ 12" o.c., 1-I/2"clear from _ �~ 8 4 4" wide x 2" deep continuous key Joint `1y Q top edge of footing, typ. a � `r °°. ° °° - = s� �-I 1`4 05 ,� q ° ° y OF NEw y0(' 4 #4 rebar @ 12' O.C., typ. I II II II II II II II II II II II II II II II II a TOP OF P. C. FOOTING ° Continou5 poured concrete footing (3000 Drawing Name: - T Plate 6"x 6"x Y4' Plate 6"x 6"x Y4' _ ° p ) VV Q CV ° ° ° 5i Q Q d ° o a Q #4 re-bar 48" o.c. SECTION DETAILS e 2-#5 re-bar continuous, 2" clear from Q 4 I" wide, 6" long Z shaped bottom and sides-typ. Q o anchor on bed in concrete 1'-d/a 1'-OYg" 1'-0" 3" L 1'-4" L Drawing Number. I' 3'-6" 11 = Field weld Weld all around �3J4" 1 k:it SECTION DETAIL @ RETAINING WALL COVERED PORCH SECTION DETAIL TYPICAL WALL SECTION 1� 4 2 I Scale: 1 - 1/2" = 1 '-0" Scale: 1/2" = P-0" Scale: 1 - 1/2" = 1 I-0" POSPISIL & BROWN ARCHITECTS , P.C. 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F: 631.283.3593 Project Name: May Beach House — — — — — -� Cedar Point Drive East — — — — — Southold, New York (3) 2 x 105 — — — — — — — — — — Gx6 posts @ screened porch -typ. I See Covered Porch I Section Details 4/A-7 I U U a1 O O N N z_ N� I co I I I I I I g u I I (2) 2X8 1 (2) 13/4"x 7y4" LVL I I I — — — Header N 51/4"x 1 14' P51L HeaderN Header W8x 10 —I J -� I --I-- (2) 2x6 P — — — L — — — — O stud See 2/A8 for covered porch I'—� ---- ---- _� ( pocket- I ( O_) I 5ectlon detail t x x D w M Q - - - 41�— f- -T —I - - - - � I T T (I)LVL i N XI o o X 1 [01 I71 In ` I i O I II❑ OII I — I °� X I I � --------- ------------- • , rLL I I I _U o ° I _ _ (I)LVL TJl's overhang Steel beams to support floor above I aU L-------------------� I ----- L FIU5h w/Top of FJ'5 - - — (2) 1 /4"x 7 4" LvL W8x 10 LOWER LEVEL ENTRY ROOF FRAMING �I I = _ , Header X I 'n I 2 - 5cale: V4" = I "- X I See Structural bra6ket v detail, 3/A-3 _ — — XI - — — Date: ____ - - - - - - - - - - - �; I I Permit Set 05-01-09 2x6 CJ'5 @ I G"o.c:. = N — — Note: STRUCTURAL SYMBOL LEGEND I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF > 1 1 7/" 360 or 560 5erie5/TJI I _ _ POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE Floor Joists @ 16" O.C. SOLELY USED YYT TH RESPECT TO THIS PROJECT.THEY ARE NOTTO BE HE OWNER, SUB-CONTRACTORS OR 2x6 KK5 @ 16"o.c-.- SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& . .: I x (2) 2x6 Stud pocket -typ. I I BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS !�•.•• Foundation Wall I �v I I I cV AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER — -I RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE n3 U DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Foundation Wall - Low I — — — — I i i I = TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF Masonry — — — — I I E———— — — — — — — — — — — — POSPISIL&BROWN ARCHITECTS,P.C. — — — — — — COPYRIGHT o 2009. ALL RIGHTS RESERVED. Brick I I I I Frame Wall I — — — — — — — — — — — — — — — Seal: I I I I I Footing Below I X I i 00LF,2 L Steel Angle N = I I I I I I I • Point Load I I I I I I I - - - - - - (C" ❑ Point of Load from Above I a � a'U'B ' I "r G `a 'r ® (3) 2xG Post-Up Supports Beam Above (2) 2x8 Bader C1r to add ® (3) 2x4 Post-Up Supports Beam Above Drawing Name: D (3) 2x6 Post-Down to Support.Below ❑ (3) 2x4 Post-Down to Support. Below FIRST FLOOR CEILING FRAMING PLAN O Steel Lolly Column Direction of Framing Centerline of Framing Member Drawing Number: Notes: 1 .) Provide solid blocking below all frame walls. MAIN LEVEL CEILING STRUCTURAL PLAN 2.) All dimensions are from framing unle55 otherwise noted. 3.) Use (2) 13/4" x 1 17/B' headers for windows unless otherwise noted. I ' 4.) U5e (2) 2xG headers for all interior doorways unle55 otherwise noted. Scale:Y4" P-O"i �V POSPISIL & BROWN ARCHITECTS, P.C. 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: May Beach House Cedar Point Drive East Southold, New York - - - - - - - - - - - - - - - - - - (3) II II II II I - II II II . II II II II II II I I II II ' II II II II II II (3) 2xG Header (3) 2xG Header (3) 2xG Header (3) 2xG Header (3) 2xG Header (3) 2x6 Header LJ / — 2 (2) 2xG stud / pocket -typ. R IN m I _j2j_2x 10'5- 6 ° U ml I�, o JI I � (2) 2x8 Header I x x iL N m I I � � —I �I I� N NI I I I u �-I I T I I I III (2) 2x105 IIx o \ I N ( v l I N I I=Ix (2) 2x8 Header N \ (3) 2xG Header — (3) 2xG Header CUPOLA CEILING -fID NAMING PLAN I - - N 2 _ - - -_ ml Scale: V4' = 1 '-0" X Date: - -- Permit 5et 05-01-09 O o I Note: STRUCTURAL SYMBOL LEGEND R I — — — THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF _ �= I POSPISIL 6 BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK POSPISIL& .�•11:.-�• Foundation Wall I = BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS .. I I AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER U RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Foundation Wall - Low I I N DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE r------F--- Cn I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN L------ --- WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF Masonry POSPISIL&BROWN ARCHITECTS,P.C. Brick I I COPYRIGHT®2009. ALL RIGHTS RESERVED. Seal: Frame Wall I •z Footing Below I m 2 x 10 Ceiling Joist @ I G" o.c. xi �� L 5teel Angle ". Point Load v ❑ Point of Load from Above I \ ; 4 Ub ® (3) 2xG Post-Up 5upport5 Beam Above — ) 2xG Header _ \� ® (3) 2x4 Post-Up 5uppor1:5 Beam Above An I Drawing Name: ❑ (3) 2xG Post-Down to Support Below ❑ (3) 2x4 Post-Down to Support Below SECOND FLOOR CEILING FRAMING PLAN O Steel Lolly Column Direction of Framing Centerline of Framing Member Drawing Number. Note5: 1 .) Provide solid block:Ing below all frame walls. SECOND P LOOK CEILING E fZA M I N G PLAN ,,:,��tt� 2.) All dimensions are from framing unless otherwise noted. 3.) Use (2) 13/4" x 1 17/8' header5 for windows unless otherw15c noted. 4.) Use (2) 2xG headers for all interior doorway5 unle55 otherwl5e noted. Scale'4" = 1 '-0" JV FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (as per NY5Code) POSPISIL & BROWN DESCRIPTION OF BUILDING ELEMENT NUMBER*TYPE 14 a SPACING OF FASTENERS ARCHITECTS P.C. OF FASTENER Joist to sill or girder, toe nail 3-8d --- 2-8d --- I xG subfloor or less to each joist, face nail • 2 staples, 1-3/4" --- 2" subfloor to Joist or girder, blind and face nail 2-1 Gd --- Sole plate to joist or blocking, face nail I Gd I G" o.c. 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F: 631.283.3593 Top or sole plate to stud, end nail! 2-1 Gd --- Stud to sole plate, toe nail 3-8d or 2-1 Gd --- Double studs, face nail I Od 24" o.c. Double top plates, face nail I Od 24" o.c. Project Name: Sole plate to joist or blocking at braced wall panels 3-1 Gd I G" o.c. Double top plates, minimum 24-intch offset of end joints, face 8-1 Gd --- nail in lapped area May Beach House Blocking between Joists or raftema to top plate, toe nail 3-8d --- Cedar Point Drive East Rim foist to top plate, toe nail 8d G" o.c. Top plates, laps at corners and initemecthons, face nail 2-1 Od --- Southold, New York Built-up header, two pieces with II/2" spacer I Gd I G" o.c. along each edge I I Continued header, two pieces I Gd I G" o.c. along each edge r=____—_____—_____—_____ — — — — — —I— — — — — — — — — — — — — Ceiling joists to plate, toe nail 3-8d --- II II Continuous header to stud, toe nail 4-8d --- II II II II I Ceiling joist, laps over partitions, face nail 3-1 Od --- Ceiling Joist to parallel rafters, face nail 3-I Od --- I II I it l Rafter to plate, toe nail 2-1 Gd --- II II I" brace to each stud and plate, face nail 2-8d --- I II I I 2 staples, 1-3/4" --- I I I I xG sheathing to each bearing, face nail 2-8d I II r II II I _ 2 staples, 1-3/4" --- 2-8d I x8 sheathing to each bearing, face nail / II II I I 3 staples, 1-3/4" --- 3-8d --- I I II II I I Wider than I x8 sheathing to eachi bearing, face nail 4 staples, 1-3/4" --- - - - - - - - - - - -I— I J --- Built-up corner studs IOd 24" o.c. 'I � - - � — L — - - —I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � a) Built-up girders and beams, 2-inclh lumber layers I Od Nail each layer as follows. 32 o.c. I ei /_ 2x8�RRsIn at top and bottom and staggered. I o F. 2x8 RRs oc @ I G °c Ja�� Two nails at ends and at each splice. I +S, @ I G" o.c. �, u O 2" planks 2-16d At each bearing Roof rafters to ridge, valley or hip rafters: --- dui ��ek� toe nail 4-1 Gd I X `X X In face nail 1 3-1*Gd --' I cp ae N N X M N N Rafter ties to rafters, face nail 3-8d --- I N co I DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER''b'`'a SPACING OF FASTENERS I —(2) — — — c� I —I Edges (Inches)' Intermediate supports (inches)`'` I I r'+� �� I Cupola: 2xG RR's r — — — — —I Wood structural paniels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing VI 'S; ��� @ I G" o.c. 4x4 Post I I Gd common nail (subfloor, wall) 12'J I 4x4 Post Down g I I g r J 5/I G to I/2 f G i " ' PSL Ride �' `� 13/4"x I I%4" LvL Ride I r �r � I " I 4I 4 P I st Down 8d common nail (roof) 19/32" to III 8d common nail G 12'J — — — -� 4x4 Post I r'-5 I-1/8" to I-1/4" 1 Od common nail G 12 — — I Down 1�+0 �y, I Other wall sheathing n I _J Q (2) 2x8'5 (2) 2x8'5 I I I O U ( I 1-1/2"galvanized roofing nail; Gd common nail; I � N o J 1/2" regular cellulosic fiberboard s5heathing staple I G ga., 1-I/2" long 3 G I _ i3 I I/2" structural cellulosic fiberboarcd sheathing I-112" galvanized roofing nail; 8d common nail; 3 G I Ln m� F+� staple I G ga., 1-112 long I I �� F °o °o 25/32" struct. cellulosic fiberboaird sheathing 1-314" galvanized roofing nail; 8d common nail; 3 G co CIZ/ co co staple I G ga., 1-3/4"long I I N �� icy N X 1-112" galvanized roofing nail; Gel common nail; 4x4 Post Down 1/2" gypsum sheathing stapltt galvanized, 1-1/2" long; 1-1/4" screws, 4 8 I I N N Type Wor5 L 1-3/4' galvanized roofing nail; 8d common nail; 5/8" gypsum :sheathing staple galvanized, 1-5/8" long; 1-5/8" screws, 4 8 Type W or 5 Wood structural panels, combination subfloor underlayment to framing I I -c I Note: All 4x4 posts land on or I Cc/ I within walls below. 3/4" and less Gd deformed nail or 8d common nail G 12 I I 3 7/8" to I" 8d common nail or 8d deformed nail G 12 I ( a I Date: 1-1/8" to 1-1/4" 1 Od common nail or 8d deformed nail G 12 i i X i Permit Set 05-0 I-OE) Notes: ( I m I Note: a. All nails are smooth-common, box or derformed shanks except where otherwise stated. Nails used for framing and sheathing connections STRUCTURAL SYMBOL LEGEND THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF shall have minimum average benching wield strenghts as shown: 80 k5i for shank diameter of 0.192 inch, 90 ksi for shank diameters larger than I I I SOLEIYLBBR ESPECTTOTHIWN SPROJENDAREFORUSE I I SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE 0. 142 inch but not larger than 0). 177 inch, and 100 k5h for shank diameters of 0. 142 inch or less. I USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR 2x8 RR @ I G" o.c. SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS b. Staples are I G gage were and have a minimum 7/I G-Inch on diameter crown width. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& WN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS c. Nails shall be spaced at not mcore than G inches on center at all supports whee spans are 48 inches or greater. "i�f.'� Foundation Wall I I BRO d. Four-foot-by-8-foor or 4-foot;-by-9-foot panels shall be applied vertically. I I AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER I RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE e. Spacing of fasterners not hnclLuded in this table shall be based on Table RG02.3(2). Foundation Wall - Low I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNIf. For reghon:s having basic wind Speed of I I Omph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel I I COPIED,UPLIAL ICCATED,OR COMMERCIALWINGS,ARE LY EXPLOITED,RY AND ,IIN BE roof sheathing to framing within innhnimum 48-inch distance from able end walls, if mean roof height is more than 25 feet, u to 35 feet Mason I I WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF 9 9 9 9 p rY I I 4x4 Post Down I POSPISIL&BROWN ARCHITECTS,P.C. maximum. g. For regions having basic wind ;speed of I Oomph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing Brick I r — — — — — — — — -{ I COPYRIGHT c 2009. ALL RIGHTS RESERVED. shall be spaced G inches on centccr. When basic wind speed is greater than I Oomph, nails for attaching panel roof sheathing to intermediate I I I I supports shall be spaced G inche-s on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to ' %-� Frame Wall I I seal. gable end wall framing. J__11 I I I - - - - - - - - - - - - - � ��E'�E'� A� �,.2x8 RR I G" o.c. "�h. Gypsum sheathing shall conforrm to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to Footing BelowI I I @ __ — _— — _ J ` �r.{`either AHA 194. 1 or ASTM C 208. I. Spacing of fasteners on floor shheathing panel edges applies to panel edges supported by framing memebers and at all floor perimeters only. L Steel AngleI— _ _ — S acin of fasteners on roof shc;athhn panel ed es a Ihes to panel ed es su ooted framing members and at all roof lane erimeters. P 9 9 p 9 pp p 9 Pp by 9 p p I I I I Blocking of roof or floor sheathhnig panels esdges perpendicular to the framing members shall not be required except at intersection of adjacent Point Load I I I roof planes. Floor and roof perhnneter shall be supported by framing members or solid blocking. ❑ Point of Load from Above I I I I I ® (3) 2xG Post-Up Supports Beam Above � — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ® (3) 2x4 Post-Up Supports Beam Above Drawing Name: ❑ (3) 2xG Post-Down to Support Below ❑ (3) 2x4 Post-Down to Support Below ROOF FRAMING PLAN O Steel Lolly COIUmn IN. IN, Direction of Framing Centerline of Framing Member Drawing Number: Notes: n /� I .) Provide solid blocking below all frame walls. ROOF I=I�AM I N G PLAN LAN :.. 2.) All dimensions are from framing unless otherwise noted. :4r944a 1z 3.) Use (2) 13/4" x I I�/8' headers for windows unless otherwise noted. ,q 4.) Use (2) 2xG headers for all interior doorways unless otherwise noted. 5cale: V4it = 1 I-0li �. POSPISIL & BROWN ARCHITECTS, P.C. 141 Hampton Road T: 631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: F —IT l_ � — May Beach House I Cedar Point Drive East Southold, New York I �❑ ❑ ❑ El El I 1- - - I RAINY DAY I • P '' ELECTRICAL SYMBOL LEGEND I I ROOM i R Recessed Floor LI ht I 1 \ f 5witch g $3 Three-Way Switch • P Porcelain 5urface Mounted Ceding Fixture — ❑I �P I❑ ' XP a Four-Way 5witch YPc Porcelain 5urface Mounted Ceiling Fixture I I (1 r I • w/Pull Chain I Dimmer or Variable Speed Fan Control I I MECHANICAL 3D Three-Way Dimmer 5witch Ceiling Fan I I \ ROOM I aD Four-Way Dimmer 5witch Ceiling Fan w/Light Fixture / Radio Controlled 5witch - I l/ cm 4 ❑ ® Exhaust Fan '.• � - _..T ,,:�� GFI \ J • M Chandelier height Operator Switch Exhaust Fan w/light I — - 0I — — — — \ R \ � Duplex Outlet �-+ Under Cabinet Fixture: Juno Trac 12 Linear L Lighting, #TL201 WH Low Voltage T3 I/4 I❑ \ I — — — Split Wire Duplex Outlet Xenon I I I Ground Fault Interrupter Duplex Outlet Reccessed Floor Telephone Jack I R ) BATH # 3 ,�{,sa Duplex Outlet With 5pecified Height Exterior Flood Lights `H' I m — ® Recessed Floor Outlet (Duplex) ® Telephone Jack R o o ® Recessed Floor Outlet (Duplex) 5plit Wire ® Category G Jack (for computers) I Owl. Waterproof Outlet (Exterior) T Cable Television Jack I � ti IDate: (� Bid Set 05-15-09 'H'CL Clock Outlet ar Duplex Cat* Cable Receptacle I I — _ ❑ - - - — - ---- ---- \ Note: Dedicated Outlet or J Box for Appliances Tsat 5atellite Television Jack _ — — — /� \ \ THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF D W \ POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE _ _ _ SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE r Quadruplex Outlet 1 Doorbell I ? ( MUD ROOM v USED BY THE OWNER,CONTRACTOR,SUB CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS\ PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& - Wall Mounted Fixture (Sconce) I Door Chime I� — T i / — BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER �$ Wall Mounted Fixture w/Switch © Smoke Detector I I I I I R K % RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE :, ._.. >," _..,r, .-ta s, a;.... -...;. DESIGN SHOWN AND TECHNICAL DRAWINGS,AREDESCRIBED PROPRIETHEREIN, ARY AND CAN OT BE M Wall Mounted Fixture w/ Motion Se cM Carbon Monoxide Detector I I II II I \ COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN n5or LAUNDRY WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. s © Garage Door Key Pad COPYRIGHT o 20M. ALL RIGHTS RESERVED. O Recessed Accent Light: Lightolier, 3-/4 I I I ----------------------- \�-` I I Low Voltage, Step Baffle, #2005WH ;, � , ' seal: Reflector ® Ceiling Mounted Receptacle for Garage / I \✓^`� _,, �rli`\ Door EquipmentI rI I I I I R Recessed Ceiling Fixture: Lightolier, 5" T12 Incandescent 5tep Baffle #1005WH ❑ _- Reflector I Garage Door Opener II II Recessed Ceiling Wall Washer: Lightolier, r-A-i Alarm l 5" Incandescent, Step Baffle, #1035WH Eyelid I Thermostat i I COVERED I rg�4 4w Recessed Ceiling Fixture for Wet Location: sP Speaker i I —ENTRY Lightolier, 33/4" Incandescent, #2090 vc Lensed I Volume Control L-------------------J Drawing Name: Closet Interior Fixture: Lightolier, 5" Opal T Vacuum Outlet c Disk, #1021 Trim BASEMENT ELECTRICAL PLAN Pendant Hung or Surface Mounted Decorative Fixture Electrical Notes: Drawing Number: I .) All receptacles to be centered In baseboards unless noted otherwise. LOWED LEVEL ELECTRICAL PLAN 2.) All switches to be 44" o.c. above finished floor (AFF) unless noted otherwise. 3.) All category jacks to 'homerun' to central hub in basement. 4.) Any floor outlet locations shown are approximate and shall be field positioned by owners once furniture layouts are known. I Scale: I/4n I= -0n � 5.) All GFI outlets to be mounted @ 42" O.C. (AFF) unless otherwise shown on interior elevations. POSPISIL & BROWN ARCHITECTS, P.C. 141 Hampton Road T: 631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: F May Beach House - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � III ' -- Cedar Point Drive East Southold, New York I I SCREENED PORCH i DECK I I ! I I LT I rl I I I I wP I Wr o qp 4 \ \ 4 3 --1 It DW-— 7;41 -_Jj KITCHEN \\ I \ \ �O COVERED PORCH II \ GREAT ROOM I \ 1 I 1 ELECTRICAL SYMBOL LEGEND -- - I - I �} _ _I �1 I� I LT ILL= - ==Ji I I I Switch Recessed Floor Light r - 3 Three-Way Switch - Porcelain Surface Mounted Ceiling Fixture �� Four-Way Switch P -t� 1 L J / '— 4 C Porcelain Surface Mounted Ceiling Fixture I Dimmer or Variable Speed Fan Control w/Pull Chain 4— $1 Three-Way Dimmer Switch + Ceiling Fan I _ _ 1 � 1 I �4D Four-Way Dimmer Switch Ceiling Fan w/ Light Fixture I Refrigerato Refrigerato \\ \ 3 4 I WP ccs Radio Controlled Switch ® Exhaust Fan ( �,4D . I — — \ Dw ® ®I �M Chandelier Height Operator Switch ® Exhaust Fan w/light ll 11 :, Duplex Outlet Under Cabinet Fixture: Juno Trac 12 Linear Lighting, #TL201 WH Low Voltage T3 1/4 Split Wire Duplex Outlet Xenon Y PANTRY Ground Fault Interrupter Duplex Outlet Reccessed Floor Telephone Jack I I \ — \V I \ 22 ��{{,, 1 A `H'30. Duplex Outlet With Specified Height Exterior Flood Lights I Wr _ _ r ® Recessed Floor Outlet (Duplex) ® Telephone Jack � - - - - - I �� B ® Recessed Floor Outlet (Duplex) Split Wire Category G Jack (for computers) ENTRY DECK — _ I / owr Waterproof Outlet (Exterior) T Cable Television Jack / I _ � Date: Clock Outlet Duplex Cat * Cable Receptacle Bid Set 05-15-09 R ��R,Y� CL — ® ��✓ Y / Note: Dedicated Outlet or J Box for Appliances TSat Satellite Television Jack _ — _ / J ENTRY ��/ / I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 1 I POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE I I / SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE Quadruplex Outlet 1 Doorbell I I \ USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR _— — — — — — — — — — — SUPPLIERS OTHER PROJECTS OR FOR ADDITIONS THIS _ PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL IL& Wall Mounted Fixture (Sconce) 4 Door Chime I — BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER — — — — RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE $ Wall Mounted Fixture w/Switch © Smoke Detector 1 DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL I \ / — — — — — — — — — — — — — — TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE M Wall Mounted Fixture w/ Motion Sensor CM Carbon Monoxide Detector I I I I \ COPIED,DUPLICATED, COMMERCIALLY EXPLOITED,IN �; — — — — — — — — — — — — — — _ WHOLE OR IN PART WITHTH OUT WRITTEN AUTHORIZATION OF R POSPISIL&BROWN ARCHITECTS,P.C. O Recessed Accent Light: Lightolier, 3 3/4" ® Garage Door Key Pad \�_�11 \\ R COPYRIGHT o2009. ALL RIGHTS RESERVED. Low Voltage, Step Baffle, #2005WH I I I I1 BATH # I \ seal: Reflector ® Ceiling Mounted Receptacle for Garage I I I ( I I I Door E uI - — — — — — — — Recessed Ceiling Fixture: Lightolier, 5" apment Incandescent, Step Baffle, #I005WH Reflector 4 Garage Door Opener — /i.. �- /- - - - - - - - --� i Recessed Ceiling Wall Washer: Lightolier, Alarm 5" Incandescent, Step Baffle, #1035WH _ l Eyelid 4 Thermostat w Recessed Ceiling Fixture for Wet Location: I Speaker Lightolier, 3 3/4" Incandescent, #2090 vc Lensed I Volume Control Drawing Name: Closet Interior Fixture: Lightoher, 5" Opal I Vacuum Outlet Disk, #1021 Trim FIRST FLOOR ELECTRICAL PLAN -y Pendant Hung or Surface Mounted Decorative Fixture Electrical Notes: Drailift Number. I .) All receptacles b 4 centered baseboards unless noted otherwise. MAIN LEVEL I=LOOK ELECTRICAL PLAN ,2.) All switches to be 4" o.c. above finished floor (AFF) unless noted otherwise. 3.) All category Jacks to 'homerun'to central hub in basement. I :u 4.) Any floor outlet locations shown are approximate and shall be field positioned by owners a once furniture layouts are known. Scale'4" = 1 '-0" =w 5.) All GFI outlets to be mounted @ 42" O.C. (AFF) unless otherwise shown on interior elevations. `'r POSPISIL & BROWN ARCHITECTS, P.C. q II II II II II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 141 Hampton Road T:631.283.3465 I Southampton,NY. 11968 F:631.283.3593 I I I Project Name: I May Beach House Y II - - - - - - - - - - - - - - - - - - - _ _ _ _ _ � Cedar Point Drive East Southold, New York I I II I — I I II I II u I II DECK II II II I II II I I I I II II I II II I- - - - - - - - - - — — — — — II PLANECT ELECTRICAL UPPED LEVEL CEILING E L � _ - - • 5CaIC:y4' = I '-0" I /� / �� \ — BEDROOM # 3 / BEDROOM # 2 I ELECTRICAL SYMBOL LEGEND ® Recessed Floor LI ht 1\ I i ® \ COMMON Switch I I AREA ® I I ' 3 Three-Way 5witch _V Porcelain Surface Mounted Ceiling Fixture I \ ' — — _ / T \ \\ m 4 Four-Way Switch �• r Porcelain Surface Mounted Ceiling Fixture �� ��� �) \ }� w/Pull Chain Dimmer or Variable Speed Fan Control \ 3D Three-Way Dimmer 5witch Ceiling Fan LT 4D Four-Way Dimmer 5witch Ceiling Fan w/ Light Fixture 'ccs Radio Controlled 5witch ® Exhaust Fan �M Chandelier Height Operator 5witch f0q qC) Exhaust Fan w/light Duplex Outlet Under Cabinet Fixture: Juno Trac 12 Linear — LightincJ, #TL201 WH Low Voltage T3 114 5plit Wire Duplex Outlet Xenon I \ R \ — — Ground Fault Interrupter Duplex Outlet a Reccessed Floor Telephone Jack `H'sa Duplex Outlet With 5pecified Height q V Exterior Flood Lights BATH #2 — I ® Recessed Floor Outlet (Duplex) ® Telephone Jack - - -- - _ ---- I CM {R} ® Recessed Floor Outlet (Duplex) Split Wire Category G Jack (for computers) — _ I I I owl. Waterproof Outlet (Exterior) T Cable Television Jack O I — — — Date: Clock Outlet Duplex Cat* Cable Receptacle - I /� — — — Bid 5et 05-15-09 CL Note:Dedicated Outlet or J Box for Appliances Tsat 5atellite Television Jack I I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE / R I SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE Quadruplex Outlet 1 Doorbell ' 1� ® USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR 3 SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS C �______�___ I I PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& -� Wall Mounted Fixture (Sconce) Door Chime _ BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER $ ' 3 RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Wall Mounted Fixture w/Switch ® Smoke Detector I / ® DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL BEDROOM # I I TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE { M Wall Mounted fixture w/Motion Sensor cM Carbon Monoxide Detector \ COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF \ \ POSPISIL&BROWN ARCHITECTS,P.C. � ` `Recessed Accent Light: LJghtolier, 33/4' G� Garage Door Key Pad COPYRIGHT c2009. ALL RIGHTS RESERVED.� � — Low Voltage, Step Baffle, #2005WH Reflector ® Ceiling Mounted Receptacle for Garage seal: Door Equipment I — — — — , �EttED A&C/ -t Recessed Ceding Fixture: Lightolier, 5" 1�Q) Incandescent, 5tep Baffle, #1005WH © �� Reflector I Garage Door Opener Recessed Ceihng Wall Washer: Lightolier, 0 Alarm ST t 5" Incandescent, Step Baffle, #1035WH Eyelid I Thermostat Recessed Ceding Fixture for Wet Location: I 5peaker Lightolier, 33/4" Incandescent, #2090 vc Lensed I Volume Control Drawing Name: Closet Interior Fixture: Lightolier, 5" Opal 4 Vacuum Outlet c Disk, #102 I Trim SECOND FLOOR ELECTRICAL PLAN Pendant Hung or 5urface Mounted • Decorative Fixture Electrical Notes: Drawing Number: I .) All receptacles to be4 centered baseboards unless noted otherwise. UPPER LEVEL FLOOK ELECTRICAL PLAN 2.) All switches to be 4" o.c. above finished floor (AFF) unless noted otherwise. 3.) All categorydacks to 'homerun' to central hub in basement. 4.) Any floor outlet locations shown are approximate and shall be field positioned by owners once furniture layouts are known. SCaI e:,I/4' — I '-O° 'u 5.) All GFI outlets to be mounted @ 42" O.C. (AFF) unless otherwise shown on interior elevations.