Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
30400-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31259 Date: 11/04/05 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 3825 CAMP MINEOLA RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 5 Lot 32 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 8, 2004 pursuant to which Building Permit No. 30400-Z dated JUNE 15, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to HANS & BRIDGET SCHEIDELER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2038019 06/13/05 PLUMBERS CERTIFICATION DATED 10/18/05 WILLIAM GREMLER Au horized Signature Rev. 1/81 Z 5 Form No.6 t � TOWN OF SOUTHOLD BUILDING DEPARTMENT vim' `� CTIA l TOWN HALL _. ' 765-1802 APPLICATIION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00 Date. © 0 New Construction: V (Old or Pre-existing Building: �/� /. t(tchec o e) I I Location of Property: 3( s- ^1�V MGb 1 V'r t`� `V V\ V C-L House No. Street Hamlet Owner or Owners of Property: IAN S' C\,,. xp 1 2 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No.v' 3o Y o o 1> Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: j Planning Board Approval: Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ Z f (►�� � Applicant Signat re co -�Pjliasq 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. 30400 Z Date JUNE 15, 2004 Permission is hereby granted to : HANS & BRIDGET SCHEIDELER 90 E CLINTON AVE TENAFLY,NJ 07670 for CONSTRUCT ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLODD PERMIT. at premises located at 3825 CAMP MINEOLA RD MATTITUCK County Tax Map No. 473889 Section 123 Block 0005 Lot No. 032 pursuant to application dated JUNE 8, 2004 and approved by the Building Inspector to expire on DECEMBER 15, 2005 . Fee $ 250 . 00 Au ori e. Signature ORIGINAL Rev. 5/8/02 o rr�nrnn � r;nrnrr�ncr�n r� � rJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 Q.C. ELECTRIC INC. MR. SCHEIDELER 5 5 P.O. BOX 518 3825 CAMP MINEOLA RD S 5 LAUREL, NY 11948-0518, MATTITUCK, NY 11952 5 Located at 3825 CAMP MINEOLA RD MATTITUCK, NY 11952 C5 Application Number: 2038019 Certificate Number: 2038019 r5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 SS' electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor,addition,Outside, eS CS5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 D herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 13th June,2005. 5 5 Name OTY Rate RAling Circuit Type 5 Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide 5 `j Sensor 4 0 Smokes C5� Appliances and Accessories CJ 5 Exhaust Fan 2 0 F.H.P. 5 Dish Washer 1 0 1.2 KW S 5 Air Conditioner 1 0 24.000 BTU 5 Wiring and Devices Outlet 12 0 Fixture S' Fixture 12 0 Incandescent 5 5 Outlet 28 0 General Purpose 5 5 Receptacle 19 0 General Purpose C5 5 Switch 16 0 General Purpose S 5 5 Paddle Fan 1 0 5 Disconnect 1 0 60 amp Air Conditioner �5 5 Receptacle 5 0 GFCI 5 ] sea/ 5 .J 5 5 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 252005 r) Town Hall,53095 Main Road Fax 618 786-1823 Southold, Now York 0 17 971Trrkphone(518)T86-1802 (alt*04 ) OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C5IItT1P1CAT1Olt VATa: I b• }ff. vS Building Permit No. 0#00- 2-- Owner: 00-cjS scr' �K,1 e/G✓ (pleasant) Plumbers M I U e! please print) I certify that the solder used in the eater supply system contains less than 2/10 of 11 lead. if CC-2 —` P rs S qna sworn t9o before me this tt ti day of d- L4--()k / f-, �q�� Notary Public, r-L(, EfM ! fc- County rryyELAINE T.VILLANO Public State of New Yl No.O1V16029229,Suffolk Cunt Commission Exores Aug.9,: D_. ho�'tV SOLIN 3b � oo Z keecouNT, Iwo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL iee- ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: to - _ os DATE INSPECTOR �SOF SUUT�,o* 3000 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: \ %/ DATE / -7 - 0 � �-S' INSPECTOR 'o hO�aOF SO(/Tyo� 30 � 0o z ©� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6_57DATE _ — INSPECTOR *off SooTyo#' 3 foo z Q ,rcou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION 7REARKS: r La 931(-- z W4 DATE a �S INSPECTOR / 76S-1802 BUILDING DEPT. INSPECTION [ ZFOUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ,] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CAIAQ DATE © INSPECTOR pF Both. ,30 � 0 ° ® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [_ ] FRAMING / STRAPPING [ ] FINAL �] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l R 1 DATE 2 ��3 �� INSPECTOR ROBERT H. WHELAN, P.E. P.O.Box 5" •Ma"Uck,NY 11952 Td:631-871-1369 January 17, 2005 Town of Southold Building Department Main Road Southold,New York 11971 FEB 2 8 Att: Building Official Re: Scheideler Residence 3825 Camp Mineola Road Mattituck,New York 11952 Building Permit# Z30400 Dear Sir: Pursuant to a request from the building contractor,the above referenced residence was inspected on Sunday, January 16, 2005. The purpose of the inspection to witness the results of a static plumbing test of the sanitary waste lines and a pressure test of the domestic water system. The inspection of the as-built construction of the sanitary system appeared water tight with no leakage observed in the system under the static head load test. The domestic water was air tested to 60 psig and no pressure loss was observed. It is my professional opinion that the as-built construction meets with the general intent of the New York State Building and Construction Code. Thank you for your time and cooperation on this matter. If there are any questions relative to the above please do not hesitate to call. VerylyYo ; �i. 7,a No. 614 _4 Robert H. Whelan, P.E. cc: Jim Brockbank Construction ROBERT H. WHELAN, P.E. P.O.Box S90 •MaM wk,NY 11952 Tek 631-871-1369 September 26, 2005 Town of Southold Building Department Main Road Southold,New York 11971 Att: Mr. George Gillen Re: Scheideler Residence 3825 Camp Mineola Road Mattituck,New York 11952 Building Permit#Z30400 Dear Sir: Pursuant to concerns from the building contractor during the course of construction,the above referenced residence was inspected. The purpose of the inspection was to review the approved building plans as they pertain to the structural alteration proposed. During this review and inspection it was determined that the approved plans contained errors relative to proposed ceiling height,window placement and structural support of the roof framing.A structural analysis was performed to carry the roof structure to full bearing. This required alterations to the roof lines and reinforcement of girders. A follow- up inspection of the work was performed. It is my professional opinion that the as-built construction meets with the general intent of the New York State Building and Construction Code. Thank you for your time and cooperation on this matter. If there are any questions relative to the above please do not hesitate to call. SOF NE rp t Very ly Yo ; t Robert H. Whelan,P.E. cc: Jim Brockbank Construction ROBERT H. WHELAN, P.E. P.O.Box 590 •Maniguck,NY 11952 Tek 631-871-1369 October 1, 2005 Town of Southold Building Department Main Road Southold,New York 11971 Att: Mr. George Gillen Re: Scheideler Residence 3825 Camp Mineola Road Mattituck,New York 11952 Building Permit# Z30400 Dear Sir: Pursuant to your request and that of the building contractor, I performed an investigation to determine conformance with the building code relative to the installation of fire stop caulking at the above referenced residence. During the investigation using the evidence produced by the builder, I concluded that the material used and the application of same was in accordance with the manufactures recommendations. It is my professional opinion that the as-built construction meets with the general intent of the New York State Building and Construction Code. Thank you for your time and cooperation on this matter. If there are any questions relative to the above please do not hesitate to call. Yours; 0 614`•'6 y H. Whelan, P.E. ®PESS10 A cc: Jim Brockbank Construction New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 Imbue- Website: www.deo,state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT April 20, 2004 Hans Scheideler 90 East Clinton Avenue Tenafly, New Jersey 07670 Re: Application #1-4738-03343/00001 Scheideler Property, 3825 Camp Mineola Road, SCTM # 1000-123-5-32 Dear Mr. Scheideler: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the bulkhead greater than 100' in length, constructed prior to August 20, 1977, as shown on the April 6, 1976 Aerial Photo exposure #67-1910 is beyond Article 25 (Tidal Wetlands Act) jurisdiction. 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 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 hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George Hammarth Deputy Permit Administrator cc: P.R. Anderson MHP file JVP4`F.H T. TERRY WN CLERK Mum Road P.O. nn. 1 1 70 14EGISTRAR OF VITN,STATIS11CS LNr �Z S"U""1 L Ncw lurk 1 1,,71 MARRIAGE OFFICI-P .;.11" Q� Fax 01(,1 765. 1 R'_1 RECORDS MANAGEMENT OFFICER /QI I Tc1cp1mnc 1%I(,1 7(,5. 18OI FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold : "Floodplain Development Permit Application" (FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)) . J 1'I .'�e�.a�.. .. TOWN OF SOUVIOLD Audit Southold Town Clerk August 25 , 1993 APPLICATION a PAGE 1 of a TOWN OF SOUTHOLD rLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and si¢n): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease untt7 permit it re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO - THIS APPLICATON ART O E BEST OF MY KNONVLEDG RUE AND AC/CURATE. (APPLICANT'S SIGNATURE) DATE O k SECTION 2: PR P EDD be corn leted by APPLICANT) NAME ADDRESS JE-LEWONE APPLICANT' A4 . 'ac/- g7 ' 3 -1 �t4���t2i,�� tt,n�IC�e�t t� uy 631�v19s 5737 BUILDER ENGINEEI��\•l PROJECT'LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful- -5- elpful. Jlw QK j AA I? NA t p s o l O- '4A )n 6�+Lf`e1-e of 6ZA 'Tw• cotte 15►ftxut!r 1KA Sade FDP(93) APPLICATION _ PAGE 2 OF L DESCRIPTION OF WORK (Check ail apphc blc boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure XResidential (1-4 Family) ,'Addition O Residential (More than 4 Family) Cl Alteration 0 Non-residential (Floodproofmg? 0 Yes) 0 Relocation 0 Combined Use (Residential & Commercial) 0 Demolition R 0 Manufactured (Mobile) Home (In Mann- 0 Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECTS Xaojc`c B. OTHER DEVELOPMENT ACTIVITIES: Cl Fill 0 Mining 0 Drilling OGrading 0 Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) 0 Drainage Improvements (Including Culvert Work) 0 Road, Street or Bridge Construction 0 Subdivision (New or Expausion) 0 Individual Water or Sewer System Cl Other (Please Specify) After completing SECT-ION 2, APPLICANT shoidd submit form to Local Administrator for review. SEMON 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: 0 Is NQT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT 1S REQUIRED). X Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable 0 The proposed development is located in a floodway. FBFM//Panel No. Dated — 01 cc— on 4 for aid' n al i tr ctioos. �` � t/ SIGNED l/Ily tJ DATE 1 7 APPLICATION # PAGE 3 OF 4 SECTION a ADDITIONAL INFORMATION REOUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjaceot roads, lot dimensions and proposed development. O Development plans, drawn to scale, and spccificatipns, includiog where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the fust floor and details of enclosures below the first floor. Also. O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the appUrant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or Landform alterations. O Top of new rill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or - architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A-O Is B.O Is not Ln conformance with provisions of Local Law tR , 19 . The permit is issued subject to the conditionsattached to and made part of this permit. , SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION s _ PAGE a OF a APPEAIS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Bailt) Elevation of the top of the lowest floor, including basement fin Coastal High Hazard Areasbottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by WCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADNIINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment H SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING O EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C/C(93 ) TOWN OF SOUTHOLD PROPERTY RECORD CARD , _.2,f )WNER STREET Z VILLAGE DIST SUB. LOT 74xs S _ ozze 1p . �IiR�fltlCOa rK'i/9ED 'ORMER OWNER N D ER, ACR. /i a� $ W _ TYPE. F BUILDING / �Y �.Q� SEAS. VL FARM OMM. CB. MISC. t. Value LAND IMP. TOTAL DATE REMARKS 03/1,7 4ka bvyo§?W S io W, /IARDY )e2soop,. S o o 12- 700 QD 4 ,q SA W d c To T eh/Flv4AMoN7-,o3� oao- /.ZD O Q v o o `U 3 j 7S A T.CHIARAMo;Jrr' P4 1/y6� 3', C W o�v Te d A,va %e L. 9826 d D /G 76 ie- s sot �s9 Soo , C ARA MomTE T N. ScNrvbt't > Q . l✓F p 32 -- Goo e 7 �� AGE BUILDING CONDITION �I U 93L�) JEW NORMAL BELOW ABOVE � 'ARM Acre Value Per Value Acre �� C-Co C ��� �• - ��� illable i liable 2 liable 3 'oodland vompland FRONTAGE ON WATER Q A 7, Lf!�, ,�y� 2 - i ushland FRONTAGE ON ROAD i )use Plot DEPTH *AOO " BULKHEAD yep >tol DOCK . .• ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ e■■■e� SOME■■■■■■■■■■■■■■■■ ■■■■e ■■■■■■■■■■■■■■■■■■■■ NESS■■ ■■E■■■■■■■■■■■■■■■■■ ■■NESS ■[.i����■■■■■■■■■■■■■■■ E ■■■■■e■ r�16"051I■■■■■■■■■■■■■■ _ - i � ■■■■■■■iii:■■■i i■■■■■■■■■■■■■■ , , ,; .� ; SSSS■■■ ■■liwdl■11■■■■■■■■■■■■■■ ■■■■■i�ie®s�e�i■■■■■■■■■■■■■■■ SSSS■ ■■■�■■■■■■■■■■■■■■�■■ yBasement ®® Ext. Walls /� .. Garage Patio ®�- • � • � ' Lir vom)It ------------------------------------- mss: s PLUMBING0 STATE ENERG TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST" BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,Nf 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. ,--3p400z- Check Septic Form N.Y.S.D.E.C. Trustees Examined Ic 20 Contact: Approved 6 AL 20 Mail to: Disapproved a/c Phone: )� Expiration_ y 120 � F_ .. __...... Buildifig Inspector MR APPOCATION FOR BUILDING PERMIT l� Date RhF-C-1� 30 ' 20 0q INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additio alteratipkis or for removal or de on as herein described.The applicant agFees-#acemplywith-a t,4?T f a laws s ,b)'tildltig code,housin ode,an regulations,and to admit �,.. authorized irtspectors on premises arid,( *ldin actions. t ` ¢ . �. ., JUN " 8 �1 � � iy� s � m � (Signature of applic ;name,if a corporation) l NA 02 3q W. 1411A st. ,#" N`J�NY trod J rCc GF a •, ,f (Mailing address of applicant) �.�.__'_::r✓ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises HAWS 5C HEI D6LeFL (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 38 Z5 CAMP MlNeol.A Mkrr►ruK House Number Street Hamlet County Tax Map No, 1000 Section 123 Block 0 ti of �i 2 Subdivision Filed Map No. `Lot (Name) >L . \ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RE51 DEN-I1 RL b. Intended use and occupancy p-E510 6 N TtAcL 3. Nature of work(check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition ✓ Other Work (Description) 4. Estimated Cost 4 5D,000 Fee $ 35.00 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front I Z'-4't Rear 32%-5 tt Depth 141'Z"+ ZZ'-:j'' Height IV Number of Stories 1117- +1 Dimensions of same structure with alterations or additions: Front Zt- �" Rear23 - 5 W1 Depth 19';Z +•ZZ'-3 Height l8� Number of Stories 1112- 8. '/28. Dimensions of entire new construction: Front 1 ��-Z" Rear I I-V Depth Z Z'-'V Height 21' Number of Stories t 11L 9. Size of lot: Front � Rear G 01 Depth 2� 1� 115' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated (RE5I0ENT1Pd. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ✓ 13. Will lot be re-graded? YES_NO V/Will excess fill be removed from premises? YES ✓ NO 14. Names of Owner of premises H SCAEIAELM Address WS CMPMOSOLk Phone No.6311- 411e)-S Wi Name of Architect PhVIDOeF6 1z-A. Address Sl W.Wk tjYr- PhoneNo212.-ZyZ-I501 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a, freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERM TT�S MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 f �(LI L 20Aco) 12 �- 6\ / Z' 3r� Notary Public Signature of Applicant VWCENoWr �G.140ONAK,errd Pftw� Na v•t70olm . CbmmE�WIrM.� BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _4_/Z604 APPLICANT: DATE SUBMITTED: .,�'J,? /04 SCTM# DISTRICT: 1,000, SECTION: /23 , BLOCK: _�, LOT: SUBDIVISION:2� SUBDIVISION: ,L9R—' - ADDRESS:,�w CITY: ZONING DISTRICT: ' CONFORMING?A/J BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO_ /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/1 REQ. LOT SIZE: ACT. LOT SIZE:/,OtW REQ. LOT COV. a ACT. LOT C REQ. FRONT 3S- PROP. FRONT X REQ SIDE ,v 3" ACT. SIDE -00 REQ. REAR a f PROP. REAR REQ.fiElGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ,A_, ENGINEER: ,E3EnS WATER FRONT? --V ; DESCRIPTION: ( r �{�ac.�c /.5•ty' PANEL # /` FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES 0 0 (BED #): DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y o NEW YORK STATE DEC: PRE- C9/1/7 E or NO�� l�'zCC'.�TE: PERMIT #: SOUTHOLD TOWN TRUSTEES: o DTE: /_/_ PERMIT `+ TOWN ZONING BOARD APPROVAL: YES o DTE: _/_/_ PE #' : TOWN PLAN. BOARD APPROVAL: YES o DTE: /_/ IT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE . YES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: 7q/ SF FEE FEE FEE �Lp Oc RA I. ( SF)- ( _SF)= SFX$ =$ +$ +$ 160 = $ / 6 2. ( SF)- _SF)= SFX $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ _$ +$ +$ T$ S FINAL T AL NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHI DESIGN CRITERIA': / Ground Snow Load: 45 Seed: 120MPH V smic Desi n C e ory: B P � g� _ ./ Weathering: Severe rost Depth:36» Termite- H Decay: S-M Design Temp. 11 Ice Shield Underlay:;ES— ood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE P SCRIPfiTVE FULL FRAMING DESIGN ELEMENTS: HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONSDN LIVE: Y/N DED,: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ",-j) ,0R SCHEDULE: MIS"LST RUIREMENTS N p 1� EGf2ESS 5.7 S.F. LIGHT 8%:IZN VENT 4%: 1UN NAILING/CONSTRUCTI SCHEDULE: MEANS OF EGRESS: /N PLUMBING RISER DIAG LOCATION OF FIRE P TE TION EQUIPMENTON TRUSS DESIGN: Y �/ CERTIFICATION: Y ENERGY CALCSON TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) A L, ALL CON470=10111EIIALL COMPLY WITH ALL OOM OF MTM OF NEW YORK STATE E TOWN CODU WO0011161111110*11TAM AS REQUIRED AND CQNDffoo OF APP 0 ED AS NOTED NA DATE J6 V B.P.i b 00 wo on FEE:FOnAMNTCO BYa��� 112m1mi NOTDEPARTMENT AT ILY$.Mc 765 4 PM FOR THE FOLLOWNrt;IINSPECTIONS,; . 1. FOUNDATION • TWO OftM FOR POURED CONCOW OCCUPANCY OR gZ ROUGH T RWMi "M0 USE IS LH AWFUL 41FINAL - CON111TRUCTIM'"'IffBE COMKIEVE FOR CA WITHOUT CERTIFIOATO ALL CONSTRUMION SWU iW THE OF OCCUPANCY REOUARDA M'S OFTMEM011110FNEMI YORK STATE. NOT RESIONU FOR pp�� DESIGN OR CONSTRUCTION ERRORS. i'l/VfJY CERTIFICATION OF COMPLY VM CNAPM 646 NAILING 3 CONNEC"=4 SOFLOODUTHOLD TOWN CODE REQUOM. RETAIN STORK WATER RUNOFF PLUMBER CERTIFICATION PURSUANT TO SECTION 0100 E LEAD CE OF OC BEFORE E OF THE TOWN�, CRTIFICATE OF OCCUPANCY SOLDER USED MI W4 TER SUPPLY SYSTEM a4AWOT AIDE mwmit EXCEED 2110 OF1%LEAQ Now PLUMBING ALL PLUMM WASTE 8 WATER LINES NEED TESTING BEFORE COVERINQ Notes Plumbing Diagram (N.T.S.) DIICATESENEWFG,MURONLY ES Scheideler 1.The drawings and specifications are complimentary;what is required by Residence either is included in the Contract. It is the intent of the drawings and 7 _ � ,.s°e r wxN specifications to include all labor, materials, shoring, protection, and other items _ ___ ____ Exist.E.m _ that are necessary,to produce the work described in a safe,complete,correct, f- i .Verti -----_ and finished manner. a,,,; ; ;-N�rve� ; ;w� ; i Camp Mineola Rd, Mattituck, NY 11952 ' New 4"sol ' Tw 2.The work shall be done in compliance with all applicable City, State, and Flint Floor ; i ; ; ; second Floor Federal construction and safety regulations, and in compliance with all utilities. , ZONING DISTRICT TOWN OF SOUTHOLD, All trades to be licensed and insured. 4 2. r SUFFOLD COUNTY, NEW YO r 3. The warranty period shall be one year from the date of substantial ; S.C.T.M.# 1000-123-5-32 completion, and shall cover all new work. All repairs or corrections made during 101 KITCHEN ' 207 BATHROOM this period shall be made in a timely manner, and without cost to the owner. HEIGHT TWO STORY WOOD FRAME DWELLING 4.All Work Copyright David Bers 2004. EXISTING OCCUPANCY RESIDENTIAL Building Code Light and Ventilation* Calculations 5.The contractor shall examine site and verify all dimensions and conditions on PROPOSED OCCUPANCY RESIDENTIAL the site and be responsible for same. In case of discrepancy conflict or doubt, "AII windows are casment and therefore light and ventilation requirements are both notify architect in sufficient time to resolve issue before proceeding with work in calculated at 8%. question. 6. Do not scale drawings. New Bedroom#201 Area=208s.f., Required 8%= 16.64 s.f., Proposed=50 s.f. New Bathroom#202 Area=55 s.f., Required 8%=4.4 s.f., Proposed=4.8 s.f. 7. All items and hardware to be installed and supplied by G.C. Drawing List 8. G.C.to provide samples of all finishes for approval by architect prior to Egress Requirements fabrication. Shop drawings to be submitted for all cabinet work for approval +� C-01 COVER SHEET prior to fabrication. All newly affected spaces meet minimum egress requirements of 20"x 24"clear for all windows. See Window Schedule. SURVEY DRAWING`. 9. Submittals: a.Cabinet Shop Drawings Exterior door is a V-0"wide door. A-0 FFOUNDATION PLAN ` b. Finish Samples A-02 FIRST FLOOR PLAN''" c. Hardware Alternates * A-03 SECOND FLOOR PLi N d. HVAC Shop Drawing and Equipment Cuts RES Check Energy Calculations A-04 ROOF PLAN PA-05 FIRST FLOOR REFLE�T�FD•tLG. PLAN e. Heating Plumbing Cuts Cavity Contin. A-06 NOT USED f.Wood Exterior Windows Insulation Insulation A-07 FRAMING DIAGRAMS Component Assembly Gross Are R-value R-value U-Facto UA A-08 SOUTH ELEVATION 10.Appliances by owner to be installed b G.C. Lighting fixtures where noted CeilingFlat Ceiling/Dormers 408 sf 23.64 12.65 0.027 11 A-09 WEST ELEVATION y g gA-10 EAST ELEVATION 'By Owner'to be installed by G.C.G.C.to provide delivery of all items including Wall 1 Wood Frame, 16"O.C. 213 sf 14.43 7.81 0.055 7 A-11 BUILDING SECTIONS SHORT all appliances and fixtures from curb. Window Wd. Frame: Dbl. Pane Low E 8 sf 0.034 3 A-12 BUILDING SECTION LONG Window Wd. Frame: Dbl. Pane Low E 8 at 0.034 3 A-13 WALL SECTION Window Wd. Frame: Dbl. Pane Low E 8 sf 0.034 3 A-14 INTERIOR ELEVATIONS-FIRST FLOOR Misc. Notes A-15 INTERIOR ELEVATIONS-SECOND FLOOR Window I Wd. Frame: Dbl. Pane Low E 40 sf 0.034 14 A-16 KITCHEN PARTIAL FLOOR PLAN Door With over°/oW Glass 21 sf 0.034 7 A-17 KITCHEN ELEVATIONS EXTERIOR MATERIALS Treated cedar shingles-white paint trim. A-18 WINDOW AND DOOR SHEET Wall 2 Wood Frame, 16°O.C. 320 sf 14.43 7.81 0.055 15 (iED q Asphalt Shingles on roof. Window Wd. Frame: Dbl. Pane, Low E 27 sf 0.034 9 S-01 STRUCTURAL NOTES gfan RC,� Copper on low roof areas. Window Wd. Frame: Dbl. Pane,Low E 7 sf 0.034 3 S-02 STRUCTURAL NOTES P BF9S Mahogany wood porch and steps. Slate patios Window S-03 STRUCTURAL NOTES ndow Wd. Frame: Dbl. Pane,Low E 15 sf 0.034 5 8-04 DETAILS Wall 3 Wood Frame 16"O.C. 320 sf 14.43 7.81 0.055 14 DOOR &WINDOW TYPE Marvin wood doors and windows @ new Window Wd. Frame:Dbl. Pane,Low E 15 sf 1 0.034 5 construction. Window Wd. Frame: Dbl. Pane, Low E 14 sf 0.034 5 N� Window Wd, Frame: Dbl. Pane, Low E 15 sf 0.034 5 9� 0 2 96 QQ TYPE OF HEAT Hot Water Window 1 Wd. Frame: Da. Pane, Low E 15 sf 0.034 5 FOF NE`Ny Floor AII Wd. Joists over unc»rxi. 328 sf 23.64 12.65 0.026 9 Septic Note TOTAL 123 SCHEIDELER RESIDENCE 1 &24o4 SOUTHOLD Doe COMPLIANCE: PASSES1=7NMY ineola Road 2 4W&I END SET MAX UA.: 143 11952 There are no additional bedrooms being added to the residence and BUILDING UA.: 123 '(Better than code) ,ma AS .�.,�: .vS NNOT® therefor no need to increase capacity of Septic System. 'Based Upon New York mm 06111744 State Energy Code DAVID „ " ARCHITECTURE �� ` c-01 SURVEY 0 C PROPOSED IMPROVEMENTS DEPICTED ON THIS MAP ARE Y i (� BASED ON APPROXIMATE DIMENSIONS DERIVED FROM DESCRIBED PROPERTY CLIENTS DESIGN ANDIOR SITE PLAN THE PROPOSED IMPROVEMENTS ARE SHOWN AS AN ACCOMODATION TO THE CLIENT AND NOMO BY THE SURVEYOR FOR SI T UA TE A T THE COMPLIANCESPONSIBILITYE OFSHE PROPOSAL WITH ZONING OR OTHER CHECKING MATTI TUCK REGULATIONS. m uivuw Mawvaxmrt TOWN OFSOUTHOLD SUFFOLK COUNTY, NEW YORK va vavuomucm. S.C.T.M. DIST. 1000 SEC. 123 BLK 05 LOT 32 IOIIDIYW Imm110rU11l101R 10 5 0 10 20 30 40 50 80 70 80 90 �l SCALE. I'=20' DATE.DECEMBER 11, 2003 T n Q o 71r- Wp T' Q 5 too w yG {VA y• .�j �k Qr "A $qqq,,, O�O mo r �! F �1 N� Nlo 1 tic" �a yc�i Aix ;t FW®RF��� sI i � A B4 ELEVATIONS ARE REFERENCED TO N.G.V,D. 1929 DATUM AND �:56 'y�o. E%; ARE HE RESULT OF ACTUAL FIELD MEASUREMENTS. a FMtn �.e X15 erre ,�� N�o LOT AREA: 11,983 SQ.FT. =0.275 ACRE(AREA TO MEAN HIGH WATERMARK) E46 LOT AREA TO BULKHEAD:9,151 SQ.FT. =0,210 ACRE s ALLOWABLE LOT COVERAGE.2,397 SQ.FT. =20%(AREA TO M.H.W.) AT s fir' 91 EXISTING LOT COVERAGE: 1,770 SQ.FT. = 14.8% Os yg• PROPOSED ADDITIONAL LOT COVERAGE:214 SQ.FT. PROPOSED LOT COVERAGE(EXISTING&PROPOSED): 1,984 SQ.FT. = 16.6% PI i CERTIFIED TO:HANS SCHEIDELER '° .Il BRIDGET B. SCHEIDELER , r� 1 01 e �^ JOB NO. 2003 532 Q Q� MAP NO. , V FILED: �F G M, REVISIONS:ADD EXIST.ELEV.HSE. CORNERS&FIN.FLOOR 51190W m t b°j G r ;AND SV�J � P�O`o QVv LICENSE N0.0 63 � % HANDS ON SURVEYING 48 NORTH ROAD HAMPTON BAYS, NEW YORK 11946 TEL'(63*723.1954-FAX.•(631)•723-1329 MARTIN D. HAND .S EXIST.WALLS AND ROOM TO BE REMOVED TO FOUNDATION NEW WALLS AND A PORTION OFWORK _ FOUNDATION WALLS.SEE A-01 ----- --- REMOVE FOR SPECIFIC FOUNDATION PORCHDEMOLITION NOTES. I ----------- / i I I rrrT,l I L t it = = �4- STAIR TO BE I f tri- - -q -� RELOCATED i ( it= m _ -�" t �+ \ n �+ �I STAIR TO BE RELOCATED LINE OF O AREA OF FOUNDATION TO DORMER TO BE U BE REMOVED �, o RECONSTRUCTED AREA OF NEW WORK LEGEND NEW CONSTRUCTION �1 FIRST FLOOR DEMOLITION PLAN n SECOND FLOOR DEMOLITION PLAN =__= TO BE DEMOLISHED A�� kED A% P��o IRa eF9y�J SCHEIDELER RESIDENCE n Dare a ersaw: 3825 Camp Mineola Road 2 Se la4 SSOUTHOLD DOB MaMuck,NY 11952 1 mtc BID SET FIRST 6 SECOND FLOOR DEMOLITION PLAN ogre: oflo7A14 �Nq l 022396 yOQ� tl w.. .w # A-oo FOFNE`N � ,�:o� -BUILD LINE 23'-0" SURVEY ELEVATION 7'-8" ALIGN AT 8.1' ,.-- ----------------------�_-----------__-- i ------------------------------ ' REMOVE 7112"OFF I COORDINATE CONSTRUCTION EXISTING FOUNDATION LINE WITH FIRST FLOOR WALL, BEYOND BUILD ETUILDING NONL .(VERIFY PERIMETER. POURED CONCRETE FOR VENT AT MASONRY SAW CUT) FOUNDATION WALL (TYPICAL) EXISTING FOUNDATION WALL TO BE REMOVED DOWN TO FOOTING. NEW 12X12 PIERS ON N 4"CONTINUOUS SLAB ON 24X24 FOUNDATIONS d 9'-4" > i i GRADE ----------------------- PROVIDE 35 RE13AR -- DOWELS AT8"O.C. FULI HEIGHT OF WALL-24" LONG,6"EMBEDDED INTO ----------------------- EXISTING FOUNDATION. 10' GROUTED SOLID. i b NEW CONCRETE LINTEL 113112" ---- ------- I r --------- - EXISTING FOUNDATION WALLS AND FOOTINGS 12"x12" R9 BLOCK PIER ON ALIGN P�EDAy� 24"x24 x12 DEEP FOOTING ��O�\O 8 s�� SET STEPS ON 6x6 PRESSURE TREATED TIE NEW 10"REINFORCED 10"SONATUBE FOOTING AT CONRETE FOUNDATION WALL STAIRS(TYPICAL) ON 12"x24"REINFORCED CONCRETE FOOTING AT 36" N�A BELOW GRADE 9x 022396 yOQ FOF NE`N DRAWING KEY ® NEW CONC.WALL EXISTING FOUND. WALL It �N SCHEIDELER RESIDENCE "1° 324M �,'"'T oma 38x5 Camp Mineola Road 2 4R31A4 BID SET NaMmick NY 11882 nnE: FOUNDATION PLAN Com: 1/6'_1'-0' oAm O&WM4 FOUNDATION PLAN DAVID s F pVtlelm YI.YYMgI"t4Ct•1 L811 23'-0" BUILD LINE 9'-9" 6'-5 1/2" SURVEY ELEVATION SURVEY AT 8.1 ELEVATION AT 1 1 ^ 2 /— ROOF LEADER 8.4' o ��----- A /1 a-7s U A-11 i `� TO DRY WELL --------- .O / 42 -L1 O� <V 1 I o ^� v I 2'-3"X4'-5"CLEAR I WINDOW FOR N EGRESS ' EXITING FLR.HT. I � I EW FLR.HT. ELS' -0'-7 7!2" Y EL.0'-0" 101 KITCHEN I 102 1 DINING N/3 z 3 Z , i nI W I A-77 c7 ( STEP a I UP 7112" x � BLOCK SOLID DOWN ra VIA C9 i w4 i M14 ' TO NEW FOOTING RELOCATE a I EXISTING STAIR - -- -- ------------ ---- -- --------------- -Rif4" 14'-71/2" 2'-08" 3'-0" 4" ---- 42 — — 42 wF z m PS AJ COLUMN CONTINUOUS ED Ago ---------- --- - - o ---' 5 4> e4 i 4 TO NEW FOUNDATION CJ�OPJ\ IRATJBF9s/>(n D2 D7 M14 O A-74 pLL > 9 STEP 1105 1 LIVING ROOM MEANS OF r� UP Id EGRESS yt 3 7F ( N9022396 OF OQ -- 105 BATHRM. --- TFNE`Ny BLOCK SOLID DOWN 103 CLOSET TO EXISTING OUTDOOR DUCTWORK FOUNDATION -------' LIGHTING OER LEGEND TO DRY WEDRYWELL O TO 104 CLOSET NEW"BILCO" NEW WALL CONSTRUCTION STEEL CELLAR DOOR EXISTING WALL zo WALL OUTLET 4 TELEPHONE OUTLET LIGHT SWITCH 0 CEILING FIXTURE DRESSING RM. 03106 100 STUDY ----i UNDERCOUNTER FIXTURE ,Q EXTERIOR WALL z0 INTERIOR WALL 108 BATHRM. 107 DRESSING ®N SCHEIDELER RESIDENCE I �4�44 SOMHOLO DDB SMS Camp Minwia Road 2 4MI04 BID 3Er Mattltuek,NY 11952 m� FIRST FLOOR PUN xAtE: 1Mt1'4Y DAIS 06=04 FIRST FLOOR PLAN DAVID BERS IFA-02 "„�«� 23'-9 1/2H BUILD LINE 4'-6" 3'-1" 1'-0" 2'-5" 7'-111/2" 1 2 1'-91/2" 3'-6" A-11 wIo ❑ A-11 wa � I , o Da W o x W N OPEN TO BELOW LL 0) 203 L. ------------J z 201 BATH I REMOVE THIS PORITON OF wji d THE BALCONY AND PATCH a io TO MATCH EXISTING 6 MASTER BDRM. Zz iv a in ---V---- _ 202 CL. - w ----- -- 2 VI - - 3,_0� - -2 i iN e - Q A-u 2' RED ARC -3"X4'-5"CLEAR, `;' / I - -- - - — - - -- EGRWINESS, FOR m De \D IRA a --- -- , EXISTIN81.G SECOND FLR. ctWOO / / POSTS CONTINUOUS TO � �CARPET. / z s / / FOOTING-BLOCK SOLID ww / / LINE OF EXISTING CONTINUOUSLY 05 CL. LL� z A-15 I //// DORMER DIAGONAL VALLEY ROOF Q� / 04 HALL EXISFRAMED FLUSH WITH 9�� 022394 yU 412 INSTALL HANGwIs ' NEW DOORWAY, OF NE`N ROD&SHELF AT I PATCH WALL TO 4'-6" 3'-1" 68"AFF(TYP.) wla MATCH EXISTING LEGEND M NEW WALL CONSTRUCTION lO LOCATE DORMER WALL BY ALIGNING EXISTING WALL ROOF INTERSECTION WITH ADJACENT DORMERIROOF INTERSECTION. WALL OUTLET (SEE ELEVATIONS) j 4 TELEPHONE OUTLET '^ LIGHT SWITCH 06 STORAGE U CEILING FIXTURE , -- UNDERCOUNTER FIXTURE i +Q EXTERIOR WALL zQ INTERIOR WALL I I L �N SCHEIDELER RESIDENCE "I a2eho4 sa aoDOB 3825 Camp Mineola Road 2 4MM4 BID SET MaMuek,NY 11952 mom: SECOND FLOOR PIAN oAIE: 0S'W104 SECOND FLOOR PLAN DAVID BERS ARCHITECTURE +�BUILD LINE ROOF CRICKET —q p z z f N DMON ON ss ssl DN EDA OPJ\D IRA 2 c1 / cP� � 022396 40 ON FOF NE`N DRAWING KEY Q NEW ROOF o----► SLOPE DIRECTION SCHEIDELER RESIDENCE 24.0 �UHOL 3825 Canal Mkmla Road 2 403004 BroST O SET ooe DN MoUltuck,NY 11952 nne PA"PLAN seat w�ra• "M 0607J04 ROOF PLANDAVID BUILD LINE PTD. "A AT T-99"AFF PTD.GW I PIVOT SUPPORT EXPOSED CEILING _ STRUCTURE STRUCTURE AT T-10"AFF "0 OPEN EXISTING GWB CLG. - I EDA I �C? OPJ\D IRA g�9S/�F I � t L A- 0 2396 - 022396 yOQ� O FOF NE`t� LEGEND PTD GWB CEILING O — AT T-9"AFF ZM NEW WALL CONSTRUCTION — EXISTING WALL WALL OUTLET 4 TELEPHONE OUTLET "^ LIGHT SWITCH O CEILING FIXTURE ® ---- UNDERCOUNTER FIXTURE Q EXTERIOR WALL ^ O INTERIOR WALL 01 N SCHEIDELER RESIDENCE "1' WIM sa�°.DOB =2Z MiI I O Road � z 4=104 BIDSer Mettltuck,NY 11952 1me FMiST FLOOR PUN BONE: 1/4'=1'4' DAm. a& M4 FIRST REFLECTED CEILING PLAN DAVID '„ FAPYR 2x10'S FORADMIONAL HELF PIVOT illillll � lll tlllllll pllililll II I Ibl 1 1 1 1 1 1 6 1 loi 1 1 1 0 1 1 1 lol I I I I I I I Itil I I I I i l I I IXI I I I N � I I I ISI I I I Illilllllll 111111 � IIIIIIII IIII III III dtlllilll IIIIIIIII SLOPEJOISTS TYPICAL HEADERS,(2)2x10 W/ 12'FLITCH PLATE BASEMENT/FIRST FLOOR PLAN .l FIRST/SECOND FLOOR FRAMING III I ml1 j �� I bl I I 1 1 I I I •• _ + u(2)z�n ' I SII I oI I I I I I I c I I I I Ii I� i i• 5x10 ICROLAM BEAM E NORAMEDTD ��RED qqC I lz •I TYPICAL HEADERS,(21 2x10 W/ CAMELEVER 7,MICROLAM I1R'FLRCH PLATE 9EEX10 BEAM TOPICK UPSECTION DETAl. DGEFLUSHFRAMED WRH EXI TsING " '9 02239RAFTERS. OF N'LF11," �N �HCEI�DM Lewis RESIDENCE "I DOB Maft tuck,NY 11952 mIE FRAMNGDWGRAMS � ROOF FRAMING PLAN ' ` -1• f oAtE "OBWM4 7 DAVID ARCHITECTURE yr�vrXmx.o A-0 a vrw Imi mm� TOP RIDGE A-12 EL. 18'-10" NOTE:ALIGNMENT WITH EXISTING DORMER AND RIDGE MATCH EXISTING , RIDGE HT. w , i i , SECOND FLOOR EL.8'-1" i i EXIST.RRST FLOOR ' EL.0'_0 NEW FIRST FLOOR EL.-0'-7 1/2" EX!K_O GRADE E '-0"' WOOD STEPS 'SURVEY ELEVATION:8.1' NEW SIDING TO MATCH EXISTING i SIDING IN COLOR AND COURSING 5����IR BRCy� n SOUTH ELEVATION �� oP� (P 022396 yOQ" FOF NE`N SCHEIDELER RESIDENCE n 24 8Camp Mineola Road 2 spa BO SET 846 ° °OB MaMuck,NY 11962 mIE: 90UIH ELEVATION DIE 08a7AM DAVID BT Y2MW Yq e - A-081 MYYI@ 2 1 A-11 A-11 SOLID TRIM BOARD 11 � t SECOND FLOO�R EL 8'-1" Y Wi i t EXIST.FIRST'FLOOREL.0'-0" - NEW FIRST FLOOR EL EXISTING G�RADDEE —� PARGING OVER EL-2'-0"* 1� NEW SIDING TO FOUNDATION WALL *SURVEY ELEVATI MATCH EXISTING SIDING IN COLOR .��P`ED qAC � WEST ELEVATION AND COURSING OP�\0IRA e�9yj� s � N � 9T 022396 OQ FOF NE`Ny SCHEIDELER RESIDENCE 1 DAM 4 SOUMOL DOS 3825 Camp MInwb Road 2 490.04 00 SET MatUtuek,NY 110.52 mYe: W T 9 VA7 aCYe: -1M=1'4' DAR: 0SM04 DAVID BERS ARCHITECTUREwT�m umvw. I A-09 TAY4,tM01 H[ q *A11%Y 1 2 A-11 A-11 NEW SIDING TO MATCH EXISTING SIDING IN COLOR AND COURSING SECOND FLOOR EL Q cwX EXIST.FIRST FLOOR EL.0'_0 NES W FIRST FLOOR_ EL. 6'7 V2-7 1 T EXISTING GRADE *SURVEY ELEVATION:8.1' NEW SIDING TO MATCH EXISTING SIDING CON COLORSING �(iED ARC n EAST ELEVATION I \D IRA Q a ' 9T 022396 yOQ� FOF NE`N SCHEIDELER RESIDENCE n SM Camp Mineola Rad z 4W,04 BID SETSOWHOooa Matdhx*,NY 11851 nnP: EAST ELEVATION DAIS O WN4 a�crummen —� O DAVID BERS ARCHITECTUREawmxn,ami � �mze�res m 1 1 -------------- LINE ------ LINE OF PITCHED \` ROOF BEYOND \� LINE OF GAMBREL BEYOND tz SECOND FLOOR ' � 1 EL.8'-1" i 1 i VESTIBULE HT. EL.7'-1EL.7'-1 1/2" � 1 (CEILING AT 7'-9"AFF) 1 1 1 1 ' 1 ' 1 ' I ' 1 ' 1 ' I EXIST.FIRST FLOOR � EL.0'-0" � NEW FIRST FLOOR 1 1 i EXISTING GRADE h 1 CRAWLSPACE *SURVEY ELEVATION-8.1' 1 � ' 1 1 ' 1 ' 1 1 1 1 BUILDING SECTION n BUILDING SECTION ED Ag0y oP�\o IRA e�9s/���1 SCHEIDELER RESIDENCE "I 3&4JD4 S TWX0D013 3825 Camp Mineola Road 2 4=004 BID SET MattlWek,NY 11951 I m1E: BLMLDING SECTIONS CPQ Q� DA>E 0607M -.9 F022396 y0 DAVID BERS ARCHITECTURE H a,.«."".'".�w'°I°' A-1 1 . { OFNE`N Yt M. a SECOND FLOOR EL 8'd" SOFfR NT. EL 7'-1 1 1/2I (CEILING AT 7'-9"AFF) EXISTING RELOCATED STAIRS 0 EXIST.FIRST FLOOR EL O'-0" - NEW FIRST FLOOR� CL —LExITING GRADE BUILD LINE EL-2NG •SURVEY ELEVATION:8.1' �o, IR RED DARsy% Q F0 n BUILDING SECTION t 9T 022396 yOQ� SOF NE`N �N SCHEIDELER RESIDENCE 2 �,I, BID SET 9825 Camp Mineola Road z a/soba BID SET Maltituek NY 11962 mtE: BUILDING LONG SECTION acre; tf4tit'-e' DA}E 05WU4 DAVID BERS ARCHITECTURE .-4= g A-12 NEW ASPHALT SHINGLES TOP OF PITCH 3/4"EXT.GRADE PLYWOOD EL. _ROOF19'-0"AFF ROOFING PTD.WOOD FACIA& �� 3/4"EXT.GRADE TRIM PLYWD.ROOFING fl•19 FIBERGLASS BATT INSULATION NEW CEDAR SHINGLE SIDING-� R-19 FIBERGLASS TO MATCH(2)2x10 WI 1/2"FLITCH PLATE r AND DIMENSION EXISTING FINISH // \ BATT INSULATION i �! BOTTOM of EAVE ; 1/2"PTD.GWB CONTINUOUS TYVEK 2x10 JOISTS EL.MATCH ADJACENT BUILDING WRAP AT ALL NEW i 8"FIBERGLASS CONSTRUCTION SLOPED SURFACE r BAT!INSULATION i FIBERGLASS BATT LINE OF GAMBREL INSULATION(TYP.) BEYOND i WOOD SHELVING (2)2x10 HEADER r T.O.FRAME OPENING r EL.6'-9"AFF PER SHEDNEW ULLES AND TRIM ; 3 RIDGE VENT 3/4"WOOD FLOORING NEW ASPHALT SHINGLES 314"PLYWOOD R•11 FIBERGLASS SUBFLOOR BATT INSULATION 314"EXT.GRADE PLYWOOD ROOFING SECOND CONTINUOUS GLUELAM SECOND FLOOR BEAM EL 8'-1" PTD.WOOD FACIA SOFFIT ff Y EXPOSED CEILING (2)2x12 JOISTS JOISTS EL.7'-1 1/2" BOTTOM OF EAVE (CEILING AT T-9"AFF) � '0 TOM OF EAVE ' ' SOFFIT EL MATCH ADJACENT 2x10 FLOOR JOISTS 'L MATCH AD'IA'CENT 1 EL 6'-88 16"O.C. 11"UPPER WALL OFFSET CORNER STUD WALL R-11 FIBERGLASS BATT SEE FRAMING PIAN BEYOND INSULATION NEW CASEMENT WINDOW i NEW CEDAR SHINGLE SIDING ' TO MATCH EXISTING FINISH AND DIMENSION i CONTINUOUS TYVEK 3/4"WOOD FLOORING i i 3/4"WOOD FLOORING BUILDING WRAP AT ALL NEW CONSTRUCTION 3/4"PLYWOOD 314"PLYWOOD FIBERGLASS BATT SUBFLOOR SUBFLOOR INSULATION(TYP.) NEW FIRST FL,,OOR EW FIRST FL,,OOR HOLD DOWN CLIP EL.-0'-7 0 HOLD DOWN CLIP EL.-0'-7 1/Z" Y R-19 FIBERGLASS R-19 FIBERGLASS EDA BATT INSULATION BATT INSULATION CONTINUOUS (2 2x8 PRESSURE �� d\D IRA CONTINUOUS TREATED SILL UPLATE WATERPROOFING TO TREATED SILL PLATE OP S fns WATERPROOFING TO B.O. - FOOTING a �- 5/8"STEEL HOOK 12" B.O.FOOTING �_ S/8"STEEL HOOK 12" 14 GyApE LONG AT 48"O.C. ApE " LONG AT 48"O.C. r EL.-2'-0"(SURVEY EL.8.1') c 10"CONC.FNDTN.WALL EL-2'-0"(SURVEY EL.8.1') :re a 10"CONC.FOUNDATION WALL CONTINUOUS RIGID (2)#5 CONTINUOUS REBAR CONTINUOUS RIGID - > - (2)M5 CONTINUOUS REBAR N� INSULATION -"• INSULATION Op23g6 QQ z 4"THICK CONCRETE r y 4"THICK CONCRETE FO �y 7 SLAB ON 4"GRAVEL FILL }�r° SLAB ON 4"GRAVEL FILL F NE AM' SUEN00m; 4"PERFERATEDPVC r- •::+. 4"PERFERATEDPVC r .• ;+°"_ �HEIDELERRESIDENCE"° °4 SOUTHL �.. ;::-°°•r-" -v :,r. v 1 arzaua solmla000e DRAIN TIED TO EXISTING - , b DRAIN TIED TO Y y, 0 3825 Camp Mineola Road 2 4rdOM BIO SET STORM DRAIN SYSTEM . A •. EXISTING STORM ;•. - MaltNuek,NY 11952 DRAIN SYSTEM —*_— GRAVEL FILL '"' M ,"• , ' nna: WALL SECTION/DETAILS Ire=r-m oA1c a6M,04 �1 WALL SECTION n WALL SECTION DAVID BERS ARCHITECTURE "'"�" °• A-13 - "..•.. ® O O IL Wt D1 DINING/KITCHEN ELEVATION G DINING/KITCHEN ELEVATION 3 ENTRANCE/DINING ELEVATION a o ; --------------------------------------- 0 n VEST./ENTRANCE ELEVATION VEST. ELEVATION n ELEVATION Y 5 ED ARc IRA BF9y�J, N � 9J` 022396 QQ FOF NE`Ny SCHEIDELER RESIDENCE "M."° 3825 Camp Mineola Road z 44rW04 91D SOUTHOLD DOR MattitucK NY 11952 mlr_ INTERIOR ELEVATIONS-FIRST FLOOR DALE 0GM7M4 DAVID BERS ARCHITECTURE n, .a -14 i o r-=- s i O i i i i N W11 D7 W12 W10 n MASTER BEDROOM ELEVATION n MASTER BEDROOM ELEVATION n MASTER BEDROOM ELEVATION A15 W. r OWt3 O W1 �1 MASTER BEDROOM ELEVATION r1 HALLWAY ELEVATION HALLWAY EDA& �5 \D IRA 0 022396 �Q FOF NE`Ny Ll SCHEIDELER RESIDENCE 1 �4a s« 000a 382b knp Mineola Road 2 asoma W SET i MettNuek,NY 77&52 tn1E: NTERIOR ELEVATa714S-SECOND FLOOR Wt O O eC1IE: 1/a'ei'-0' wre OBm7m4 n BATHROOM BATHROOM n BATHROOM R i 00 2 r I � DMI i © 101 KITCHEN z a � t o A17 a 3'-11' T-0' I I I I I RIF -------------------- ---------- z t kED ARC n KITCHEN PARTIAL PLAN N 022396 �Q FOF NE`Ny �N SCHEIDELER RESIDENCE 1 soun4OW ooa 3825 Camp Mineola Road z rima w ser Maltiruck,NY 11952 tms: MCHEN PARTIAL PIAN acus: 1Q'=/'4' DAM 08W)D4 DAVID BERS ARCHITECTURE A-16 � .- i _ - y REFRIG. r I ' I e^ D/W �1 KITCHEN ELEVATION KITCHEN ELEVATION G Ir I + _1 , MICROWAVE li --- ��(�ED"Aq� IRA gF9s/� I p . ;a s'• 4 9T X22396 QQ X. ,; y c)vtN OF �N i � -�• ,. I �z, � NE RESIDENCE I l 3825 G amp Mineola sarrnao Road z asoos BID ooe I S IAalBtuak NY 11952 •.3 .�„sFSy P;4Y%.t^ -. _ _ mlE- WCHEN ELEVATIONS wre OBN7Ad n KITCHEN ELEVATION DAVID BERS ARCHITECTURE DD W� /�WCM2824 (2W) FF W� A W� o WCM3260 (2W) �WCM3260 (3W) WINDOW SCHEDULE WINDOW MANUFACTURER TYPE FRAME SIZE(w:r0 WINDOW MANUFACTURER TYPE FRAME SIZE(whi 1 MARVIN#WCM3260(2W) B 5'-4"x 5'-01/16" 9 MARVIN#WCM2836 G 2'-4"X 3'-0 1/16" 2 MARVIN#WCM3240 F 2'-8"x T-41/16" 10 MARVIN#WCM2836(2W) H 4'-8"X 3'-0 1/16" ` 3 MARVIN#WCM3240 F 2'-8"x 3'-41/16" 11 MARVIN#WCM3260(3W) C 8'-0"X 5'-0 1A 6" ` 4 MARVIN#WCM3240 F 2'-8"x 3'-4 1/16" 12 MARVIN#WCM2836(2W) H 4'-8"X 3'-0 1/16" 5 MARVIN#WCM3260 A 2'-8"x 5'-0 1/16" 13 MARVIN#WCM2824(3W) E T-0"X 2'-0 1/16" ' 6 MARVIN#WCM3260 A 2'-8"x 5'-0 1/16" 14 MARVIN#WCM2824 D 5'-4"X 6'-8" IL 7 MARVIN#WCM2824 D 2'-4"X 2'-0 1/16" 15 MARVIN#WCM2424 I 2'-0"X 2'-0 1/16" 8 MARVIN#WCM2824 D 2'-4"X 2'-01/16" 16 MARVIN#WCM3636 J 3'-0"X 3'-0 1/16" DG W� � WCM2836 (2W) 1 WCM2424 � WCM3636 -- - INTERIOR DOORS SINGLE PANEL DOORS TYP. WIDOOR SCHEDULE NTH SQUARE STOPS. BIRCH VENEER FINISH TYP. DOOR# TYPE DIMENSIONS COMMENTS HT. WIDTH THICK. D1 J 6-8" 3'-0' 13/4- EXTERIOR DOOR j D2 L 6-8" 2'-8" 13/4" i D3 K 6'-8" 4'-6" 1314- DOUBLE DOOR D4 N 5'-0' 2'-4' 13/4" DOUBLE DOOR � 05 M T-0" 3'-0" 13/4- POCKET DOOR D6 L 6'-8" 2'-10" 13/4" FRAMELESS EDq qcy D7 L 6'-8" 2'-6" 13/4" ' i �SOPJ\O B�c9,p 0 D8 L 6,0 1 2'-6" 13/4" 0= C1 D9 L 6'-0" 2'-10" 13/4- 0 230 3/4"022396 yOQ� FOF NE`N SCHEIDELER RESIDENCE aI 324o4 SOUTHOLDDDa 3925Canq�M!� %Road MOMIZR,NY 11952 2 4=04 9ro ser L_ WMGW AND DOOR SHEET eexe: 12'61'-0' mm o5wm DOOR TYPE V DAVID BES ACHITECTURE n DOOR TYPE 'IV n DOOR TYPE 'L' DOOR TYPE 'M' n DOOR TYPE 'N' . _ g iagar�in.m1 � A-18 GENERAL NOTES FRAMING NOTES 1.ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN 12.THIS DRAWING IS AN INSTRUMENT PREPARED TO 1.ALL FRAMING LUMBER SHALL BE GRADE STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE NYS ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE DOUGLAS FIR-LARCH STRUCTURAL GRADE No.2 OR BUILDING CODE AS A MINIMUM.ALL 2X6 STUDS SHALL BUILDING CODE AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND BETTER. RECEIVE 5-100 NAILS AT SILL AND PLATE. ALL CONSERVATION CODE AND LOCAL AUTHORITIES. OWNER. EXTERIOR NAILS SHALL BE GALVANIZED. 2.ALL SHEATHING TO BE APA RATED EXPOSURE 1.5/6" 2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY MIN.THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8d @ 4' MINIMUM 28 DAYS STRENGTH OF 300 PSI. SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE O.C. EXTERIOR EDGES AND 6d ® 12"O.C. NEW YORK STATE ENERGY CONSERVATION CODE. 3.ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. INTERMEDIATE. 2.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR EXPOSED 13/4"MIN.THICKNESS.ALL EDGES OF LARCH STRUCTURAL GRADE#2 OR BETTER. 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PLYWOOD TO BE SET ON SOLID BLOCKING.GLUE AND 11.ALL INTERIOR AND EXTERIOR FINISHES, FLASHING PRIOR TO AND DURING CONSTRUCTION. NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. 4.PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS. 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 4.ALL HEADERS U-0"AND OVER SHALL BE SUPPORTED 12.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE EXCEPT AS NOTED ON DRAWING. DESIGNED AND SPECIFIED BY OTHERS. WITH DOUBLE UPRIGHTS.V-W AND OVER WITH TRIPLE PLATE AND STUD WITH GALVANIZED HURRICANE UPRIGHTS.ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 TYPE CONNECTORS WY"TECO"OR APPROVED 5.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR 17.ALL STRUCTURAL STEEL TO BE ATM A36 WITH ONE COAT OR AS SHOWN ON DRAWINGS. EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE BEAMS.SPACING NOT TO EXCEED 8.0 FT. EPDXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS. JOIST TO GIRDER CONNECTIONS. 3/4"DIAMETER. 5.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 6.ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED AND FLOOR BEAMS AS PER NYS CODE OR AS NOTED @ 13.ALL PRE-ENGINEERED LUMBER SHALL BE BY CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND 18.CONTRACTOR SHALL OBTAIN ALL PERMITS AND 8'-0"MIN. PROVIDE 2"SPACE FOR AIR CIRCULATION IN GEORGIA PACIFIC GPI SERIES WOOD-1-BEAMS AND ORDERING OF MATERIALS.THIS FOUNDATION HAS BEEN INSURANCE NECESSARY TO PROTECT THE ENGINEER AND ROOFS. LVL PRODUCTS OR EQUAL.ALL JOISTS, GIRDERS ANC DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND OWNER. HEADERS SHALL HAVE BEARING STIFFENERS GRADES LESS THAN 5%CONTRACTOR SHALL VERIFY THAT 6. DOUBLE FRAMING AROUND ALL OPENINGS INSTALLED AS PER MANUFACTURERS THESE CONDITIONS ARE MET.ALL FILL BENEATH CONCRETE 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL (SKYLIGHTS,STAIRS ETC.)OR AS NOTED ON DRAWINGS. RECOMMENDATIONS.WEB BEARING POINTS AT A SLABS TO BE COMPACTED TO 950.6 RELATIVE DENSITY. FLOOR SYSTEM INSTALLATION IS COMPLETE. MINIMUM A SINGLE 1 3/4"LVL RIM JOIST SHALL BE 7. DOUBLE UP FRAMING UNDER ALL POSTS AND REQUIRED AT FLOOR PERIMETERS,HANDLING, 7.ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. STORAGE AND ERECTION OF COMPONENTS SHALL Bf SUPPORTED BY DOUBLE UPRIGHTS 9.0 AND OVER BY TRIPLE AND IN BASEMENT(IF APPLICABLE). POSITION NEAR ENTRY AS PER MANUFACTURERS RECOMMENDATIONS. UPRIGHTS.ALL HEADERS TO BE MINIMUM OF 2-2X6 OR AS FROM HOUSE TO ATTACHED GARAGE AREA. 8.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED SHOWN ON DRAWINGS. WITH RATED GALVANIZED METAL CONNECTORS BY 14.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS 21.SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND "TECO"OR APPROVED EQUAL. OF 1/2" DIA GALVANIZED MACHINE HOLTS Q 12"OC. 8.PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE. 9.PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, SKYLIGHTS, EXTERIOR DOOR,WINDOWS AND DECKS, ETC. 22.ANY ALTERATION, REPAIR ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT 10. DO NOT SCALE DRAWINGS. NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED WITH HARD WIRED AND INTERCONNECTED 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER SMOKE ALARMS. ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. 23.THE NYS CODES ALSO APPLY TO ACCESSORY FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE STRUCTURE DESIGN. ��R R A/�L' COMPUANCE SHALL BE THE RESPONSIBILITY OF THE OP��0IRA CONTRACTOR. 24.GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. Az r DESIGN CRITERIA GROUND SNOW LOAD = 45 PSF WEATHERING SEVERE 9IF 022396 y0 FIRST LEVEL = 40 PSF L.L. FROST LINE DEPTH=38" OF N E`N LIVING AREAS = 40 PSF L.L. TERMITE=MODERATE TO HEAVY BEDROOMS = 30 PSF L.L. DECAY=SLIGHT SCHEIDELER RESIDENCE '1 =4M SOUMOL D DM WIND SPEED =120 MPH ICE SHIELD UNDERLAYMENT REQUIRED 3M 0anW Mineola fined 2 4rAM W SET (YES) Met RUC*,NY 11952 nne smucrunw eoro SEISMIC DESIGN CATEGORY =8 aewe DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME mm 0490'04 CONSTRUCTION MANUAL FOR 1 +2 FAMILY HOUSE,ENGINEERING DESING METHOD DAVID BERS ARCHITECTURE /—ROGE STRAP A ALIO ROOF RAFTERS 2 x 6 TE A EACH RAFTER - �`"`.. N LIEU OF STRAP . ICE SHELD U"RLAYMENT �FEnJdCED- 24' FROM EDVE _ FURFiCANE CLIP / - - TYPICAL. - - ALTERNATE POSTCON OF. - \ HJRPICMNE CLP USE - SMPSON PQ SMPSON H2 HJRRM_MCE M$T37 METAL STRAP CLP NALED:FROM PROVIDE 8d COMMON - JACK POST - RAFTER TO STUD,- NNAABLS 4'O.C. AT - - w/ 4 - Bd NAILS 148' - - TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH ENO - TYP. 5-Bd NAILS EACH.END SFIEATFMCG" - APA RATED PLYWOOD TO - - - EXTEND TO TOP OF TOP 4 - Bd NAILS - PLATE. - - TYPICAL . WT37 METAL STRAP JACK POST - - MST27 0 STUDS w/ 4 - 8d MALS 048"OC . . . -- EACH EI.D - TYP. - - . DDOAUTBEOPE TPLYW000-SHEATHN('PL - -TO OVER LAP BOX - r BEAM- TOP + BOTTCM. STUDS SIMPSON.MST 27 I v2'WIDE - 20 GAGE METAL STRAP.448' OC. - MAXIMUM. 4 - Sd NALS - . TOP OF FOUNDATION WRAP s NAL STRAP 1� - - . t4 - 4d NAILS AROUND SILL PLATE _ AT ANCHOR BOLT SMPSON M6T27 A METAL S RAP20 GAGE 48" Of-' I . . R. i- L . oPo Ag9y/� . - I CUR dims I NAL SMEATHNdTO"SILL PLATE 8d NAILS ` 4'O.0 - _.: cc - 2 - 45 REBAR «_ .> `., a L,t ..c. r,.,• - 2r8SILL PLATE _ e ACO TREATED. 5i8-.r F2" AB.048- OC- FE FOUNDATION DW } .. e D22396 Rw/ ENDER WA30.DESKW SECTION ELEVATION WMHEIDELER RESIDENCE "° °"'E ° SC Camp LE Road -1 92404 soumom ooB . . MaMwK NY 11952 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH fl=.flfl Nailing Schedule Joint Ae=46011 Nainbc$of Naik Nail Spamg ' t RaRatoTopAae CPoanaled) - 3-2d anRa ` "t e ` •� I�- CdBngiat JoxoTapHxp e tToe-puled) - CeilingJoist toPareBrdRalter (F mailed) 3-m - per joist . t.; CaliugJdrtLaps~Par"ims (Face- mw) 4.16�d tad 1� t ap I- Collar Tieto Raper (Fe xlcd) - - 2-8d m tie Bloddn;to Ra11trC[oe-°rvted) 2 8d e"ed - Rim BoxdtoRaltrt(&sd+ailed) Z-(6d -ocheM a c L 9 < 1:!° w #.• `Tz �_ - 70°< @ 300 a TapPlete nTop Plate Tare•oaled) . 2-16d' in foo[ GABLE fi00FS .. Top Plates ahamsecim (Fra°ad°d) 4-16d joins-each side —'�— w ROOF$ PROVCE 8d COWON NAILS a 4' 0.C. Sbdto Sud (Face•aated) 2,16d 7q"ma 3 < l0 - o o AT HGH PRESSU E ZONE -.8- O.C. Under to Header(Face-mud) _ 16d t6"o.c.atoagedges - 10 < 0 <-30 AT ALL OTH- RPOR•f7OeOF ROOF TYPICAL. Topor Bosom Pine to Said (Fnd-+uld) - 2-16d per 2x4 staid - 3-16d pa_2x6stad- - 44 64 per 2x8 and - HotttmPlasttoFlooriolsc H2440ig Eadjoist ofBlodhirtg (Faer roiled) 2-16V P.- Pam f it t �. - a Joist toSill.TopPlate or Girder (1•°e-natlod) - 4-8d l,tr jqy. BddgrdstOJoist_(fot-asdled) 2 8d cash cod Bloating in Joist(Toewaded) _ 2-8d ends ead - r 7 t - - PROVIDE 8d NAILS to 4" O.C_ AT PEM1 ETER 1NTEAtOR Bia iia;n 3d!a Tap Axe(Toasalel) 3-16d acb block t _ _ j_ e 10°L 6 < 45° PORTIONS OF PANELS IN HIGH PRESSL I E ZONES LodgeStrip toBmo(Paeo-°ailol) 3-164 �j� � a a - Joistoo L,*WtoBen(fodsnaited) - - - - - .- 3-8d Baadloisttoloitt(EadaxIcQ 3-164 ��y - NOTE a = 4 FT. N ALL CASES Band Joist mSin orTopPlacCfoe.,macled) - 216d' pQ t GABLE �S 100< e: 45° Stmeturat Pads gel - - i - . D"��""Board ""� COMPONENT A[VD CLADDfiNG PRESSURE ZONES 1"x6"c r 1"AS". 2-8d pa support - lSdO"awider 3AB Pa S°[Ksort . Gypam Watlsossd - 54oodm 7"edge/lo"Wel S4aictrral Patds - - - gel - - ED qqc Fiberboard Paoeis ,� . - 16-fieldIRA 7111V 6d r 25132- _ 8d 3'�/6"5dd ��\SOP�\D t dbowdd Gypsm altuwrd - - 5d oodles 7"edge fto-field PahtiidcboxdPtmds - - - - Diagal awd BoShexhwg NjA 1 1"x4"or J'yi" OZ-396 Q` t-xw-«wider 3-M �Support OZ MEN44 SCHEIDELER RESIDENCE Spuawal Pads - - 3825 Qarnp Minauls Road t W4Q1 sOUT14=008 I-oricu .. . .. 8d 6"dye!12"field - _ - Metliettx,NY 11952 _ Vernier U n V- - - IOd -6'edge/V Sdd Diagonal BoasdSlwxhitg - 1'w or 1"x8" 2-8d per Support nna yttar 1"x10"dtrwid� - - per suPpac .. mm 0812404 ..Natiag m9�mts ae7amed*avail slsathioyaailed 6"on•mhtaxthepand edya If wall sheathing is.ailed 3.'aa�tecxthe paned dge - - - ..�.,".,.� �+qq 4 R be lid I* s aim in adtiai raliiH m4utremeotafor araictur3 members Breit be dooblod,or otteaate comsectors.such as she:ta platen, - DAVID : �••�••�, SJ TASM[YR slsalt be°sed n�mitaaain i4e bad pasC � - � - ' ERS ARCHITECTURE Wlsea Walt sheathing is oaniee0us ova waattardstestbas,tbctabulazed ttmteba ofnails shall be p2*0iteal to be tadami in1-16d mail per wwmxa».u.cw WINDOWS - GLAZED OPENING II PROTECTIVE PANELS TO BE PROVIDED FOR ALL GLAZED AREAS BY: STEEL BRACKET, A-CLEAR SHIELD HURRICNE+SECURITY PANELS-831 -287 5080 �----- ---- TWO ON EACH SIDE I I SCREWED TO WINDOW i FRAME I I B-OUICKGUARD STORM PANELS 631 -287 5330 PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSLE STORM PANEL TEST OF ASTM E 1996 AND OF ASTM 1886 AS NOTED IN NYS 3/4"CDX PLYWOOD RESIDENTIAL CODE. STEEL BRACKET, STORM PANEL TWO ON EACH SIDE I i 3/4'CDX PLYWOOD SCREWED TO WINDOW I I FRAME I I STEEL BRACKET, TWO ON EACH SIDE I I SCREWEDTOWINDOW I ---� FRAME I i I � i ' I I I � I i L----1 'PLYWOOD SHUTTERS AND ALL REQUIRED HARDWARE TO BE STORED ON SITE n WINDOW PROTECTION DETAIL n DOOR PROTECTION DETAIL DEFIEDA9c XD IRA cP � 9IF 022396 yOQ� OF NE`N SCHEIDELER RESIDENCE "' e"" SMHOL 3846 Oemp klioeola Road z BS ooe MdMuck,NY 11952 lme DETAILS fClle: ASNOT® wre 04MI04