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HomeMy WebLinkAbout30982-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31472 Date: 03/06/06 THIS CERTIFIES that the building ADDITION Location of Property: 370 FISHERMANS BEACH RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 1 Lot 13 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 24, 2005 pursuant to which Building Permit No. 30982-Z dated FEBRUARY 28, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is 2ND FLOOR ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LAUREN PRAUS & MARK SCHWARTZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2058413 02/03/06 PLUMBERS CERTIFICATION DATED N/A thorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD (' BUILDING DEPARTMENT TOWN HALL ��� j�� 1 6 2005 765-1802 L APPLICATION FOR CERTIFICATE OF OCCUPANCY ( o S 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, Conunercial$15.00 r Date. d �J New Construction: Old or Pre-existing Building: (check one) Location of Property: OFAG H U�E House No. oStreet ( /� n Hamlet Owner or Owners of Property: L it/2B.v / 21)T/f q /"t er v`h� Z Suffolk County Tax Map No 1000, Section f Block _d1 Lot Subdivisionq p _Filed Map. �y Lot: Permit No. 30 /y Z Date of Permit. Applicant:4*,f ✓ �//���- Health Dept. Approval: N Underwriters Approval: Planning Board Approval: '6111t Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ o19 y Applican Si lure Co X31 y 7a 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. 30982 Z Date FEBRUARY 28 , 2005 Permission is hereby granted to : LAUREN PRAUS 375 FISHERMAN' S BEACH RD CUTCHOGUE,NY 11935 for CONSTRUCTION OF A 2ND FL. ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 370 FISHERMANS BEACH RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0001 Lot No. 013 . 001 pursuant to application dated FEBRUARY 24 , 2005 and approved by the Building Inspector to expire on AUGUST 28, 2006 . Fee $ 250 . 00 ' Authorized Signature ORIGINAL Rev. 5/8/02 Albert J. Krupaki,President �*Of SOUjyO Town Hall James King,Vice-President 53095 Route 25 Artie Foster .IL .1f. P.O.Box 1179 ?Sen PBtiwoda T T Southold,New York 11971-0959 CP Peggy A. Dickerson a O� Telephone(631)765-1892 lf'MUM Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0081C Date November 15, 2005 THIS CERTIFIES that the second-floor addition At 375 Fisherman's Beach Rd. , Cutchoguy Suffolk County Tax Map# 111-1-13.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/31/05 pursuant to which Trustees Permit# 6075A Dated 2/16/05 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 a second-floor addition to the existing dwelling The certificate is issued to LAUREN PRAUS & MARK SCHWARTZ owner of the aforesaid property. .�►� �7. Authorized Signature � 2 i rDcPrJrJUcPr�rJ�rJrJ�cPrJ�cPcPcPr1cPr�rJ�rJ�rPcJ�U�rJrJrJrJr�rJ�cJ�r�rJrJrJ�rJ�rJ�rJ�rJcPrJ�r>1r>nrldJ�rJ�rJ�rJ@PcP�PrJcPcJdJ�PrJrJ�cPcPrJcPr1c�� Im BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 55 CSJ ROSLAK ELECTRIC LAUREN /MARK PRAUS/SCHWARTZ 5 c��5 P.O. BOX 164 375 FISHERMANS BEACH RD 5 CUTCHOGUE, NY 11935-2453, CUTCHOGUE, NY 11935 c� Located at 375 FISHERMANS BEACH RD CUTCHOGUE, NY 11935 5 c 5 Application Number: 2058413 Certificate Number: 2058413 5 Section: Block: Lot: Building Permit: BDC: ns11 �S Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Second Floor, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 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 3rd Day Of February,2006. S Name QTY Rate Racine Circuit Type e5 5 Alarm and Emergency Equipment 5 r5� Sensor 1 0 Carbon Monoxide 5 5 Sensor 2 0 Smoke 5 5 Wiring and Devices S Outlet 2 0 Fixture 5 5 Fixture 2 0 Incandescent 5 5 Outlet 16 0 General Purpose 5 5 Receptacle 12 0 General Purpose 5 5 Switch 6 0 General Purpose 5 Paddle Fan 2 0 5 5 5 5 5 5 sea/ 5 5S 55 C7 1 of I 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 MI M-113v Mark K. Schwartz, AIA —Architect, PLLC • P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 FAX TRANSMITTAL Date: July 14,2005 To: Southold Building Department Fax number: 765-9502 Phone number: 765-1802 From: Mark Schwartz Re: Praus House 375 Fishermans Beach Road Cutchogue,New York - (SCTM#1000-111-01-13.1) Permit#30982 JUL 1 4 2005 Pages: 1 (including cover sheet) j Comments: During the construction phase,I inspected the framing and insulation at the aforementioned project. The framing and strapping as well as the insulation have been completed as per plans and meet or exceed the current code requirements. Please call this office if you have questions or require additional information. 0 t, V1 Q 1 b �k� Pram ldgDept3doc hO�y of NUN, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING / STRAPPING [xJ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � � DATE ' ( -�� INSPECTOR �' 3ayyx Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY Y[[ ] FIRE SAFETY INSPECTION REMARKS: "/, � '/ wl r '_l/✓ r J DATE �.��, INSPECTOR gUFFD(,� Q� CO Town Hall �saent �Q � 53095 Route 25 _.e i Oster P.O.Box 1179 Ken Poliwoda : Southold,New York 11971-0959 Peggy A. Dickerson yi�t© QQ� Telephone(831)766-1892 l Fax(631) 765-1366 ra BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6075A Date of Receipt of Application: January 31, 2005 Applicant: Lauren Praus & Mark Schwartz SCTM#: 1114-13.1 Project Location: 375 Fisherman's Beach Rd., Cutchogue Date of Resolution/Issuance: February 16, 2005 Date of Expiration: February 16, 2007 Reviewed by: Trustee Peggy Dickerson Project Description:To construct a second-floor addition onto the existing single-family dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code. The issuance of the Administrative Permit allows for the operations as indicated on the survey prepared by Joseph A. Ingegno last dated June 27, 2003 and amended by Mark Schwartz on January 12, 2005 Special Conditions: None If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 97 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. d&"- ` tf2. 4-7" - !�) .. Albert J. Krupski, Jr., President Board of Trustees y� i TOWN OF SOUTHOLD 09OPERTY RECORD CARD l OWNER STREET0,7(j c3J(J V4LLAGE DISTRICT SUB. LOT's`Z � a Z eft ren >^au s y/ a Ila 0 U^er ` FORMER�OWNER PrA115 N E ACREAGE lSf1 nJ C S W TYPE OF BUILDING RES;,,I� SEAS. VL FARM COMM. /_/OMM. IND. I CB. I MISC. LAND IMP. TOTAL DATE r loo ?or Goad �v 3oa / 2v Gd � eel,-.;el,-.; e o/ 7�4v6 prbea1X c7), D 'D ✓ a d / d i f'0 _ 2 L f'r"R. P99� $u,<p N�q our d M. �w, Cc. 10 Y0o lJ 00 000 S 5)ro �S a B ILD NG DI o 78 */ a3 93 Farm Acre Value Per Acre Value r ' 1 Tillable 1 5ESC7 Tillable 2 )p Tillable 3 Q —._-- III 6 ' LOYI� � � s �� il� ��Nv•C • 8 Woodland -- L arta -� Prs- G Swampland } Ca Brushland 4 I 03 _ Cr House Plot Total ■■■■■■■■■■■■■■■ ugil ..R• ■■■■■■■■� ®� ��■� ■■ : .. .. • ®� � Interior Finish Porch FI Rooms 2nd .. FIEI;D INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) - --- -------------------------------------- - - FOUNDATION(2ND) -- --- - - - v � z 0 d y ROUGH FRAMING& PLUMBING - y INSULATION PER N.Y. - Kr7 STATE ENERGY CODE ------- -- -- - -- _-- FINAL ADDITIONAAL COMMENTS - - _ O Z m X 0(1 y r o z x d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENTn� 12 Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined,20 6.S- Contact: �/J (� Approved 20-,2_-1— Mail to: �lfl elc J #V offe re— Disapproved LDisapproved a/c T G Phone: Expiration �1 $$ 20 0& Building Inspector 1 APPLICATION FOR BUILDING PERMIT Date I (Z �� , 20 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. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and r lations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature oa 1 ant or name,if a corporation) eo/3o,r 33 c0zT tfsGyC (Mailing address of applicant) State whether applicant is owner, Jesse agent, azchitec engineer, general contractor, electrician,plumber or builder Name of owner of premises t f}U 2 E A) l 9 4 V f (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: 375- Pr rfYE2tir J airA-cff House Number Street Hamlet County Tax Map No. 1000 Section ' Block Lot i l. Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SW G C E / c � 2 E 5 /o E/v 7�7 4-7— b. I2b. Intended use and occupancy SA 41 E- 17o�.NEi??� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. SEF to(-A-A).S 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front S�.E S UleyRear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO-"K/- 3. Will lot be re-graded? YES_NOXWill excess fill be removed from premises? YES NO n 37r PIS'ItE Lq&/.1 Oc-H Kv 4. Names of Owner of pjjemises,du2&,✓/'R�f Address CVM Hy6yE Phone No. 734• 54 7 a Name of Architect /l9fbZL I'G Ha/An 7Z- -Address Phone No 734— 4/ Name of Contractor Address Phone No. a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESX _NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ' _NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TE OF NEW YORK) SS: NTY OF Lfd��� being duly sworn, deposes and says that(s)he is the applicant Name of individual signing contract)abovk named, is the (Contractor, gent orporate Officer, etc.) I owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; statements contained in this application are true to the best of his knowledge and belief; and that the work will be ned in the manner set forth in the application filed therewith. o before me this / day of koiez— Notary Pufjlic Signature of Applicant LINDA J COOPER tOTARY PUBLIC,State of New York ' 10.O1CO4822563,Suffolk Count, arm Expires December 3?. 20_ .(P BUILDING= �I�,�d= Jam . Applicant/ Date. w Owners Name:.:� �-a-� - ''.ry/� Reviewed: __ly — Architect/ Date Engineer-A, �a Submitted: SCTM #: District: 1,000 Section: _ LI-- 131ock: _L_— I,ot: (3 , 1 Project Subdivision Location: w — Name: Sin&le 8-, separate Required celtitfcation: (Yes f No) — Rcq. Req. Caning Districl:�o (1,01 size: ; Acetal: / 1_[ 21 (Lot coveragerupue •Pd Req. Req. ; �` �'� / Req. % II-'roat Yard z Proposed: (Side Yard _/0 Proposed: / I [Rear Yard Proposed- Project Description: IX- 0— r AGENCWERM.T'I`8 Permit . REQUIRED FOR REVIEW N.A. No YES Number Health-Dept Suffolk County Now York State. D. E.C. (' Town Trustees fU4ek. �t7 , . Town Zoning Board approval: Town Planning Board approval: • Flood Plane Elevation??? -,,� � (6 toFlood Zone: ,. 1'` ASK, �J J t Hall. SJI)Yt A14lt, 1 j'N T. TARRY ! = y { P o. no.c 1174 TOWN CLERK ,� rP �1'�'�t Southold. New Turk l y Ill„ ItEclsrnnR or v:rNFax t5 1ho w-Hii ns,srntics �^ .3, n1AnRIAcr. OFFICIM _ �� TcicPhunc ISIGI 7(,(, RECORDS MANAGEMENT OFFICER _ �7 FREEDOM OF INFOM4A'nON OFFICER OFFICE OF THE TOWN CLERIC 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 1 of., the Code of the Town of Southold: "Floodplain Development Permit i ) /application" (FDP(93) ) , and "Certificate of Compliance fSr Development in Special Flood Hazard Area (C/C(93)) . I BV V. tlG`fT ,T_. TOA*;1 OF SOLF-MOLD "Ju d I th Southold Town Clerk August 25 , 1993 APPLICATION # PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This Corm is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and si¢nl' 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. U revoked, all work must cease until permit is re-issuod. 4. Development shall cot be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if iio work is commenced within six mouths of issuance. 6. Applicant is hereby Wormed 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. I,THE APPLICANT,CERTIFY THAT TE REIN AND IN ATTACHMEWM TO THIS APPLICATION ARE TO THE ACCURATE (APPLICANTS SIGNATURE)_ DATE � /// /SECTION 2: PROPOSED DEVELOPMIENT fT- c complacd by APPLICANTI NAME ADDRESS L Pwnw APPLICANT - BUILDER K qx y Z 7?r 1ljffr2j •. C,t.n Hv& .-e 7.7y,J-V7o ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough inforroalion 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 ties application showing the project location would be helpful. FDP(93) I APPLICATION PAGE 2 OF d DESCRIPTION OF WORK (Check all appbcable boxes): A STRUC-r[112AL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure AResidential (14 Family) AAddidoo O Residential (More than 4 Family) O Alteration ❑ Noo-residential (Floodproofmg? O Yes) O Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ' P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S sip, oG0 NT B. OTHER DEVELOPMEACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Chanocl Modifications) ❑ Drainage Improvements (Including Culvert Work) O Roach, Street or Bridge Construction O S>uF/•vision (New or Expansion) �r J0 In dual Water or Sewer System / O Otber (Please Specify) After completing SECTION 2, APPLICAI�rr should submit form to "cal Administrator for review_ SECTION J• FLOODPLAIN DETERMINATION jo be completed by LOCAL ADNfIMSTRATOR) The proposcd development is located on FIRM Pancl No. Dated The Proposed Development: O Is r)_M located in a Special Flood Hazard Area (Notify the applicant that the appbcatioo review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUrRED). 0 Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site d: R. NGVD (MSL) 0 Uuavailablc 0 Tbc proposed development is lo"(cd io a floodway. FBFM Panel No. Dated ❑ Scc Scc(ton A for jAdltional Instructions. SIGNED DATE .r APPLICATION 4 PAGE l OF 4 SECTION 4 ADDITIONAL INFORMATION REOUIRED (To be completed by LQCAL ADMINISTRATOR) The applicant must submit the documents checked below before the app6cauon can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and spccificatipns,including where applicable: details(or anchoring structures,proposed elevation of lowest Boor(including basemeoQ, types of water resistant materials used below the fust Boor, details of Boodproofmg of utilities located below the first Boor and details of enclosures below the fust Boor. Also O Subdivision or other development plans(If the subdivision or other development exceeds SO lots or 5 acres,whichever is the lesser, the appBcant niust provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑Top of new fdl elevation Ft. NGVD (MSL). O Floodproofmg protection level (noo-residential only) Ft:NG VD (MSL). For Boodproofed structures,'%,pplicaot must attach certification from registered engineer or architect. Cl Certification from a'iegistered engineer that the proposed acd". t�ia a regulatory Boodway will not result in.arly iocrease 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 fTo be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. U Is B. ❑ Is not in conformance with provisions of Local Law R 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE ff BOX A is checked, the Local Administrator may issue a Dcvclopmeot Permit upon paymeot 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 bearing from the Board of Appeals. i i APPLICATION a PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes O No Hearing date: P - Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT be(ore 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 licenced land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest Door, induding basement fin Coastal Hi¢h Hazard Areas bottom of lowest structural member of the lowest Door, excluding piling and columns) is: Fr. NGVD (MSL). L Actual (As-Butt) Elevation of Doodproofmg protection is FI'. NGVD (MSL). i NOAny work performed prior to submival�of the above information a at the riskpf the Appl,':cant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL. ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compGanee with the community's local law for flood damage prevention. INSPI✓CIIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? O YES O NO SECTION 9 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: 111 � 1 I 1 I I Attachment B , / 13AMP'LE f CERTIOCATE jSF COMPLIANCE for Development in a Special Flood Hazard Area ,r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OVAQR MTiST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑E7CISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE 1S HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # ' 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TI:E REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) Mark K. Schwartz, AIA —Architect, PLLC 'y P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-4185 TRANSMITTAL Date: June 23,2004 To: Southold Building Department Main Road Southold, New York 11971 Attn: Damon Rallis Fax number: 765-9502 Phone number: 765-1802 From: Mark Schwartz Re: Praus Residence 375 Fishermans Beach Road Cutchogue, New York SCTM#1000-111-01-13.1 Pages: 1 (including cover sheet) Comments: I have inspected the existing 5 pool septic system at the aforementioned premises. The system is in proper working condition and I certify that the capacity is adequate for the proposed construction. Please call this office if you have questions or require additional information. a 'rI sc .AP Prau»Sephc.doc SURVEY OF -jOT 29 & P/0 LOT 30 MAP OF ONIC BAY PROPERTIES , INC . FILE No. 786 DATE: APRIL 5, 1931 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 111 -01 - 13. 1 S\ SCALE 1 "=20P R� s0• \\�� NOVEMBER 4, 2000 SEPTEMBER 7, 2001 ADDEO PROPOSED SHED \�} JUNE 27, 2003 UPDATE FOR SHED & ADDITION F \ \\� OP AREA 13,657.68 sq. ft. ,�' P1eor�3� 0.316 ac. y�a� 2NG FL &0 \� '4001Pvv5 5v2ur NS ace") E * r;Ae-bTa �jot c m CA it INS bs SAN 0 �� b 41. Av �J• ,� w I' � 1 4NJ ! �• Cv v/ 1-5 It Ap 7 sO0Ox �oF 0`OAI (0' ti�M f i PREPARED W ACCORDANCE WITH THE MINIMUM SUNVEYS AS ESTABLISHED BY THEE LIZ AHD NMPRONED AN ADOPTED �F FOR SUCH USE THE NEW YORK STATE LAND OF N �rRc y o s FILA S N.Y.S. Uc. No. 49668 t1NF1RFWR1iE0 ALTFRN'gN OR AOOI110N Josep A. tngegno !E � A � ?F SECTION 720G OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor AFI xsm OR EIMOSSED SEA. SHALL NOT DE OONSIDMED 10 K A VAUD TRUE COPY. DTa`�'v m v FDR WraN TED �k THE RUN CERTIFIED T0: lith Surveys — Subdivisions — Site Plans — Corntructlon Layout IS PREPARED AND ON HIS SEHH.F W THE TOLE COMPANY, 07VERNIAN AL AGENCY AND LAUREN PRAUS PHONE (631)727-2090 Fox (631)727-1727 UDID c�rtpNaF lISTlD TO THE /HE U"NUG son- TU ION. CdRIF1CAT10NS ARE NOT T%*ArERNOLE. OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE P,n 9ov 193, THE EXISTENCE Of RIOHTS OF WAY WIND-BORNEDEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I � I � • I,- I •� I I I . I w'` I I I •� 1 I, 11 'NN II ,• II ,- h" r" ULTIPLE SECTION ASSEMBLY: 1/4'THICK BOLTS @ Z OC II II I I - I, I I ,- I I .• I �I ,- h, II II I � II II , II 11 N.T.S. FOR PANEL SPANS: I I I I 1 I I I CORWIDER SPAN 23/32'APA SPAN-RATED 4824 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') I 2x4 STRONG-BACKS @ 24'OC I I I I ASSEMBLY: I I I I 1).PREASSEMBLE PLYWOOD TO 2xVS:#10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12'O.C. h, 2).ATTACHING STRUCTURAL PANEL:-FASTEN TO BUILDING w/ ;1 #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL so A q WOOD SCREW Q 16'O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 00 TEE NUTS ATTACHED TO BLDG.w/#10x1-12 (W/WASHERS) MACHINE BOLT @ 12'O.C. I GENERAL NOTE-5' WIND FRAMING NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar lie is used in leu of a ridge strap,the number of 10d common nails required _ CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 1).The intomnation within this set of conslNction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: intent and framing details.They are Intended as a constructon aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with lade 3.3a 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,stale,county and local codes,ordinances and regulations,eta Wag studs above and studs below a floor level shall be attached with uplift connections in These codes am to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan, studs shall be attached to common member in the floor assembly with uplift connectors in accordance with table 3.3. 3).Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: First wall studs shag be connected to the foundation,sig plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches in concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-ongrade,15 inches In masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nalled in accordance with table 3.3b.When steel straps am lapped under the precautions and programs in connection with the work.Them are no warranties for a bottom plate,3whch square washes shall be used with the anchor bolts.Anchor bolt specific use expressed or Implied in the use of these plans. spacing is to be spaced and sized In accordance to table 3.2s.In addition to spacing, anchor bolts are to be spaced between 6.12 inches from the and of a sill plata and all 5).Refer to the Window and Door schedule for exterior openings. comers. 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufactures specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior attached with Sd common nails at 6"o.c.at the panel edges and 12'o.c.in the field,and 7).The General Contractor is to consult with the owner for all built-in gems 112 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel such as bookcases,shelving,pantry,closets,aims,etc. edges and 1(r o.a in the field shall be in accordance with the length requirements specified in table 3.15a-b. 8).Wind load requirements shalt be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type t exterior shearvmgs shall meet the requtrements of table 3.15a-b times the appropriate 1).The General Connector and Macon to roNew plans,elevations,derails and notes to length adjustment factors in table 3.16. determine Intended heights of finished fkaw(s)above typical grade. -7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewell lengths provided in table 3,14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls we used.Sheathing and connections shall be in accordance with 3).Provide 1/2"expansion joint material between concrete slabs and abutting 24.4.2 and 2.2.4 respectively. concrete or masonry walls ocuring in exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andlor girder connections shag be attached with uplift connection in accordance 4).Any new concrete walls being attached to existing concrete structure shag with table 3.5.Window sill platesshall be have steel connectors In accordance with table be installed with#4 re-bar,18"Icing at 12'o.c..Use approved epoxy for Installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9),CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wim mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-lo-ridge 6).Crawl spaces to be provided with a minimum 18'x24'access opening. one along the open telling part of the building.Connections to the ridge and wall shag be be P P W 9 attached with the above requirements. 8x16 cast iron foundation vont for every 150 sq.R.of area. DECK AND COVERED PORCH NOTES: 7).Dampproof exterior of foundation with bituminous coating as per section R406 o1 N.Y.S.Residential Construction Code.A 6rnil polyethylene film shagbe applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. the below grade portion or exterior walls prior to backfilling. All fasteners,hangers and anchors to be gaMnized or stainless steel. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. I.Girders for deck joists to be(2)2x10,bolted to each post with"sham and nuts. FRAMING NOTES Glydem on concrete plans shall be anchomd with proper steel connectors anchored Into concrete with a minimum 12'die x 7'Ing anchor bolt with washers and nuts. 11.All framing techniques and methods as prescriptive design of 1 BBS SBC High Wind 3) Posta supporting girders shall be anchored to a I Z"x12'x12'thick concrete fooling. Edition Wood Framing Construction Manual. Use a minimum 12'.dia x 7'long anchor bolt with washers and nuts.Footings Shall 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. be 4 ft.below grade. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. 3).Flom,walls,ceilings and rafters to be spaced at 16 inches O.C.unless noted 5).A minimum or 10 Inch flashing shall be Installed between the building and ledger. otherwise. Ledger to be fastened to building with 112'tile.bolls with washers and nuts 4).Unless otherwise noted,all bearing wall shellacs to be(2)200#2+BTR.Deng.Fir. where needed. Bearing wag headers to have(2)Jack studs and(2)full length studs on each side of all 6).Concrete pian shall be a minimum 6"above grade. openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of openings.Bearing wall window sills shag also have(2)window sill plain for 20 wall 7).All joists to be supported with hanger and anchors.Each Joist shall also be anchored openings between 41 and 90 and 2x6 wall openings between 511 and 89.Provide fire to girdw(s). and blocking where applicable. 5).All flush beams/headem to be Installed with heavy duty gaivinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. anchom where applicable to all connecting]data. PLUMBING NOTES 6).Double up floor joists under walls that run parallel to the floor Joist and under bathtubs. 1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential Flows to have ceramic tie Installed shall be verified for proper bad capacity unless noted Consbucton Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blocking/bridging in floorjoists at e'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are wt out during installation for any plumbing related work, provide adequate bracing and dates to protect and secure the structum.Verify with the 6).Provide insulation banes at save vents.between rafters.Install draft blocking as slam code mid manufacture's recommendation for maximum hole size and spacing permitted. needed HVAC SYSTEM NOTES 9).Unless otherwise noted,all roofs and wags to have a minimum 112'thick,4-ply Fir 1) Mechanical subcontractor Is responsible for adhearing to all applicable today ind safety COX exterior sheeting grade plywood.Plywood to cover over plates and headers. requirements. 10).Unless otherwise noted use 3/4"thick TBG PTS Fir or Advanlech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floorolsts. m Finished Moor be Installed J equipment supplier. over wbflaor as per manufacture's Instructions. ' 12'thick moistureresktant sheetrock.Garage walls and 3).HVAC subcontractor m Provide final system layout drawing and submit h to the General 1).All bathroom walls to have 1 callings and over f rmace to have 5/8'trick type-x sheetrock.All other parts of building Contractor end ater for final review eM approval. m to have regular 12'shaetrack.Ali wage to be taped and finished. ELECTRICAL NOTES: 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barter or 1).All electrical Io be Installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material mar. 2).All electrical work shall beapproved by a qualified Underwriter. 13).All sig dates and wood In contact with concrete to be pressure treated.SAI plates to 3).Insall Smoke detectom and Carbon Monoxide detectom throughout as per section R317 be installed with a foam sill gasket and cop-r-tex hermits shield or approved equal. of N.V.S.Residential Construction Code. Sad' IN S fps 'Pa f?d2339 OF 14,- PLAN CONTENTS: NAILING SCHEDULE ROOF FRAMING: OCCUPANCY IFI ATI N R3 RESIDENTIAL IBUII-PING USE JOINT DESCRIPTION QTy SPA I NG NOTES BUILDING HEIGHT RAFTER TO 8'WALL:3-Bd COMMON EACH TOE-NAIL TOP PLATE IV WALL:4-8d COMMON RAFTER TOTAL . FT F CONSTRUCTION CEILING JOIST4-8 WALL: COMMON EACH TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4-Bd COMMON JOIST 1555 513C 14IGH WIN EDITION,WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS A6 PER FLOOR LANE CROSS —SECTION AN E A NOTES PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ATT!C6 w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 BLOCKING 2-Bd COMMON EACH TOE (LIVE LOADS PSF) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAURD AILS (ANY DIRECTION) 200 OSURE CATAGORYEXPJOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO PER FACE NAIL (ROOF - FOUNDATION) DETAIL I-AGE 4 GENERAL NOTE PAGE TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 NAILING SC14EDULE GENERAL NOTE AGE TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA SIDE NAIL EGRES5 SEE FLOOR PLANSAND WINDOW SCHEDULE STUD TO2-16d COMMON 24' FACE STUD O.C. NAIL HEADER TO 16*0,C. FACE 18d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 20 STUD END PLATE TO STUD 3-1S COMMON PER 2X6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON PLUMBING R15ER DIAGRAM END JOIST OR BLOCKING FOOT SEE NOTE:1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL QAry SPACING NOTES JOIST TO: 4.Bd COMMON PER TOE SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2-ed COMMON EACH TOE TO JOIST END NAIL FIRE PROTECTION BLOCKING 2-8d COMMON EACH TOE (SMOKE ( CO2 DETECTORS) SEE FLOOR PLANS TO JOIST END NAIL BLOCKING TO: 3-16d COMMON EACH TOE T DESIGN N/A - STANDARD T AM T TI N SILL OR TOP PLATE BLOCK NAIL ENERGY CALCULATIONS RE5CHECK 3.5 RELEASE I LEDGER STRIP EACH FACE TO BEAM 3-i6d COMMON JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST ON LEDGER B 3-Sd COMMON PER TDE 70 BEAM JOIST NAIL BAND JOIST 3-16d COMMON PER END GROUND WIND SEISMIC FROST - WINTER ICESHIELD FLOOD TO JOIST JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN7 HA2ARD5 BAND JOIST TO: PER TOENAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SILL OR TOP PLATE 2-16d COMMON FOOT BEE NOTE:1 45 LBS. 120 B SEVERE 4FT. MODERATE SLIGHTTO 11 NONE - TO HEAVY MODERATE JOINT DESCRIPTION NON SPACING NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: sraucTURAL PANEL ed AS PER TABLE 3.8 NAIL SPACING NAIL SPACING AT INTERMEDIATE WFCM-SBC SHEATHING LOCATION ATPANELEDGES SUPPORTS IN THE PANEL FIELD NOTES CEILING SHEATHING: 4'PERIMETER EDGE ZONE Sd COMMON @ 6'O.C. Bd COMMON Q 6'O.C. SEE NOTES:1,3 JOINT DESCRIPTION NAIL NAIL NOTES INTERIOR ZONE 8d COMMON(J 6'G.C. 8d COMMON®12'O.C. SEE NOTES:1(BOTH FIELDS) QTY. SPACING NOTE:2 FOR PANEL FIELD GYPSUM 5d COOLERS 7' O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON 4'O.C. 8d COMMON 0 4'O.C. SEE NOTES:1,3 WALLBOARD 110'0:C.FIELD NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL SP SPACING NOTES 1).For roof sheathing a within 4 feet of the perimeter edge of the roof,including 4 feet on STRUCTURAL AS PER TABLE 3.9 each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. ed COMMON PANELS WFCM-SBC 7/16'OSB 6d COMMON 3"O.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached b rafter/truss framing members with G>0.49. PLYWOOD 6'O.C.FIELD For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. GYPSUM 5d COOLERS 7' O.C.EDGE WAL 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For LBOARD 10'O.C.FIELD framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. JOINT DESCRIPTION NAILS NA INC NOTES OTY.WALL SHEATHING REQUIREMENTS FOR WIND LOADS: s7Ruo?oR LESSNEL58d COMMON 2,0 C.FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGE ZONE 8d COMMON @ 6.O.C. 8d COMMON @ 12'O.C. SEE NOTES:1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE ed COMh40N®6'O.C.I fid COMMON @ 1Y O.C. SEE NOTE:3 1).Nailing requirements are based on wall sheathing NOTES nailed 6'on-center at the panel edge.If wall sheathing is nailed 3'on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. shear capacilles,nailing requirements for structuralmembers shall be doubled,or alternate connectors, For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall such as shear plates,shall be used to maintain load path. be be used. 2).When wall sheathing is continuous over connected 2).Tabulated 12 inch a nail spacing assumes sheathing h members,the tabulated number of nails shall be permined to stud framing members with G>0.49.For framing members with 0.42<G<,the nail spacingsngs shall be reduced to 6lnchea D.C. to be reduced tot-16d nail per foot. 3).For exterior panel siding,gelvinized box nails shall be permitted to be substituted for common nails. WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT-1 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS FOUNDATION 5/8'DIA.ANCHOR BOLT FOR ALLOWINGkENDWALL NECT CORNER STUp ���BOLT CONNECTION SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATIONRANSFER SHEAR SILL PLATE TO FOUNDATION ISTORY 72*OC CRAWL SPACE OR FOOUNDATION EN WITH (2) 16d SILL PLATE TO FOUNDATIONy STORIES 36'OC MON NAILS 9 6" O.C. CRAWL SPACE OR FOUNDATIONWALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57'OC SLAB-ON-GRADESIDEWALL USE WITH 3x3 SQUARE WASHERS (USP LBP658 OR BP583) SHEAR WALL CORNER CONNECTION 2ND. FLOOR WALL STUD KING STUDS 2ND" FLOOR PLATE CRIPPLE STUD SUBFLOOR RIM BOARD HEADER O WOOD JOIST GIRDER/HEADER IST. FLOOR TOP PLATES JACK STUDS fl WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST" FLOOR WALL STUD IST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUDt BOTTOM PLATE O RIM BOARD TERMITE SHIELD SUB FLOOR DBL. SILL PLATES DOUBLE JOIST DOUBLE SILL PLATE (TO OVERLAP JOINTS) FOUNDATION WALL D FOUNDATION WALL . e o DOUBLE JOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORA NOTCHED RAFTER RAFTER RIDGE RIDGE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE TOP PLATE -0 WALL STUD WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER I WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOIST']FRAMING OVER WOOD GIRDER WALL STUD WALL STUD O BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUBLg JOIST fiOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS T T-4 3/6" — 5' " 4'-O EXI5TIN6 DECK —� / \ AW25I / GK245 \ (2) 2" X 10" V 0 NEW BEDROOM NO, 4 9'-9 1/2" 1 NEW p BALGONY EXI5TING BEDROOM NO, 2 EXISTINO BEDROOL! 03 O =ry Q -----, NEW I p p o m v NEW 13ALGONI) O ABOVE L2 x EXISTIN6 DINING RM EXISTING KITCHEN / \ 1 x m 3/4" X 5 I/2" Ib"O.G, MIGROLAM GANTI VER JOISTS NEW HALL (2) 2666 BI FC LO EXISTING BATH FX15TINO HALL = _ NEW RIDGE i d� T DO NEW 3'-0" HIGH RAIL W/ BALA5TER5 fV EXISTING DECK ON / p / x EXI5TING LIVIN6 RM OPEN TO EXI5TING FLITGH PLATE BEAM NEW (3) 13/4"' X 9 1/2" 5FLo� N MIGROLAM NEW (3) 13/4" X 11 1/2" MIC NrK 2" AM NEW KI00 O V 2" X 10" - I6" O.G. F.J. ABOVE U O P O m NEW q UP / OFFICE �p .D = x $ BALCONY O EXISTIN6 SITTING F FLOOR LINE O �O I ABOVE 1 -----, EXISTING LAUNDRY 0 �' r II ENTRY EXISTING BATH x x O O NEW BALGONT ABOVE 1 (2) 2" X 10" 'q MIGROLAM GANTI VIERG BUILT IN \ GW245 / L__—__ DESK � JOISTS —J Q � I — — EXI4TING BATH xl TING IIT1 ITY RM T-2" 4'-0" If V / / I EXI5TIN6 BEDROOM NO, I Nz • N PLUMBER CERT FICA TION EXI5TIN6 COVERED X pY,(LAD OONTEI�,- 6!FORE WALK IL C�HFIFICATEO! CC,(7 FANCY PLUMBING ALL PLUMBING WASTE SOLDER USEL IN WATER &WATER LINES NEED SUPPLY$YSTEMCANNOT TESTING BEFORE COVERING EXI4TIN6DEN EXCEED 2110 OF 1%LEAD. UNDEAWAREAS CERTIFICATE REQUIRED COMPLY WITH ALL COD NEW YORK STATE & TOW AS REQUIRED AND CONDI 1 OCCUPANCY OR souTHOLOTOWN ZS RI \/ I SFD 5 EGOND FLOOR PLAN - SOUTHOLDTOWN P91 USE IS UNLAWFUL SOUTNOLDTOWN TRI S WITHOUT CERTIFICATE — N.Y.&= OF OCCUPANCY APPROVEDASNO FX I STI NCS F I RST FLOOR PLAN QQ TYe'.�a,l ATE: ,� B.P.q ,*D Apc�'M1. EE 2'SO BY: Ns / � TIFY BUILDING DEP43% % ALL CONSTRUCTION SHALLW)` T1\ (-1802 8 AM TO 4 PM F4 MEtii THE REQUIREMENTS OF THE ir 1-, o 0WING INSPECTIONS: CODES OF NEW YORK STATE. ; oUNDATION - TWOR R POURED CONCREIE ROUGH - FRAMING & RL • - 4SINSULATION . FINAL - CONSTRUCTION ! BE COMPLETE FOR C.C. CERTIFICATION OF ALL CONSTRUCTION SHAI L NAILING & CONNECTIONS REQUIREMENTS OFTHE C E REQUIRED. YORK STATE. NOT RES IS DESIGN OR CONSTRUCTI F� RETAIN STORM WATER R' PURsi \m r -O SECTION c; '.,. ; m , . . DP.TE3: 12-ZD-04 ..:. COMPLY ITHI� P'.FT-4e, . 11 P R A U S RES D E N G E FLOOD ' nl- ; Rte / 375 F15HERMANS BEACH CbL�. iLJ MARK K 5GHWARTZ AIA S@LRiN y!:; Cup . • ARCHITECT PLLG GUTGHOGUE, NEW YORK P.O. BOX 933 GUTCHOOUE, N.Y. 111195 651 - -134 - 4185 FLOOR PLAN5 NEW ROOF 12 T O J QLL Y O WV N FIN 2ND FL J -------------------------------------------- -------------------------------------------- -- ----- ----I�,, FIN 15T FL ------ V SOUTH ELEV ,ATI ON NEW ROOF K O O LL O U w N 3 w z n FIN 2ND FL v ---------- FIN IST FLb ✓ ��Yr �'�1C�F� U4 �•a NEST ELEVATI ON 'DATE: 12 -28 -04 P R A U 5 RE51DENGE MARK K. SGHWART Z Al A 3 1 5 FISHERMANS BEACH RD, ARGHI TELT PLL.G GUTGHOGUE, NEW YORK P.O. BOX 955 GUTGHOOUE, N.Y. 11955 A2 631 - R34 - 4165 ELE V AT 1 0N5 Fo E I FIN 2ND FL V n FIN 15T FL V� NO RTH EL EVA T I ON EEO 000 000 n FIN 2ND FL V ------ --- ------------- n FIN 15T FL --- ------------------------- EAST ELEVATION 1: ATE=-: 12-28-04 PRAU5 RESIDENCE MARK K. SGHWART Z AIA 5 '15 F I SHERMANS BEACH RD. ARCH I TEGT PLL.G GUTGHOGUE, NEW YORK P.O. BOX 955 OUTGHOOUE, N.Y. 11955 651 - 794 - 4105 A3 E L E V A T 1 0 N 5 FRAMING NOTES I. All framing lumber shall be rade stamped DOUG-AS FIR- Larch structural grade no. 2 or better. 2. All sheathing to be APA rated, exposure I, 5/8" min. thickness. 3. All subflooringto be APA rated, 5TURD-I-FLOOR, exposure I, T 4 6 3/4"min, thlakness. All ed les of plywoodto be set on solid blocking. Glue and nail alisheets. 4. All headers 6'-0" and over shall be supported with double uprights, q'-O" and over with triple uprlghts.All headers shall be a min. of 2-2" x 8" or as shown on drawing. 5. Solld blocking shall be provided for all Joists and floor beams as per N.Y.5, code or as noted ® 8'-0" o.c. min. Provide 2" space For air circulation In roof. 6. Double framing around all openings (SKYLIGHTS, STAIRS ETC.) or as noted on drawings. 7. All flush wood connections shall be fastened with rated galvanized metal connectors by "TEGO" or approved equal. e. All Flush wood connections shall be fastened with rated galvanized metal connectors by "TECO" or approved equal. q. Nalling schedules shall be as per the N.Y.S. Budding Code as a minimum. All 2" x 6" studs shall receive 5-IOD nails at sill and 2q'-I 1/4" 1, plate. All exterior nalls shall be galvanized. 10. Plywood sheathing to be nailed with 8 D ® 4" o.c. exterior edges and 6 D ® 12" o.c. Intermediate. RIDGE 5TRAP5 EVERY RAFTER NEW 2" X 12" RIDGE W/ 11. All Interior and exterior finishes, flashing and waterproofing shall SIMP50N 6516 CONT RIDGE VENT be by Architect. ROOF SHINGLES TO MATCH EXIST 12. All roof rafters shall be attached to the plate and stud with olvanlzed hurricane type connectors pp I/2" PLYWOOD ROOF DECK g yp by "TECO" or roved 12 504 BUILDING PAPER equal. For timber pile foundations, provide hurricane clips at all 2" X 10" - 16" O.G. R.R. perimeter joists to girder connections. 7 177 13. All pre- engineered lumber shall be TRU5 J015T MACMILLAN series Wood-l-Beams and LVL products or equal. All joists, girders and headers shall have bearing stiffeners Installed as per manufacturers recommendations. Web stiffeners shall be required at all load and RAFTER TO 6L6 JOIST To bearing polnts at a minimum. A single 1 3/4" LVL rim Joists shall be WALL STUD HURRIGAND GLIPD required at floor perimeters. Handling, storage and erection of EVERY RAFTER components shall be as per manufacturers recommendations. 2" X 8" - Ib" O.G. G.J. 14. Provide solid blocking For bearing of all beams and posts. RESIDENTIAL GENERAL NOTES NEW HALL 510I1,16 TO MATCH EXISTING I. All work shall be as the requirements of N.Y.5. TYVEK HOUSE WRAP R-30 INSULATION Bar'ang 'ode, When building In other jurlstrlctlons, 2 X 6" - Ib" O.G. WALL STUDS vgrlatlons or adjustments may be required, verify any such R-Ig INSULATION requlrements with the local code. MIGROLAM 15 Ne FLI H PLAT BEAM NEW (3) 3 X 9 I/2" NEW BEDROOM 2. These plans to be used In conjunction with the Outline Specs OLQ SND TO F.J. To STUD CONNECTOR when provided. NEW 2" X 10" - 16" O.G. F.J. 5IMP50N 0516 3. Assumed Soil Bearing Capacity: 2 tons/5q.ft. 4. Concrete to be plain, unrelnforced, 3000 Ib - 28 day test. 3/4" PLYWOOD SUB FL 5. All footings to rest on virgin, undlsturbed loll, NSCREWED 4 GLUED NEW 4' X T BALCONY W/ 6. plans lumber to be Hem. Fir No. 2 1150 R5.I. unless noted on LJ 3' HIGH RAILING 7. LOCATION LIVE DEAD DEFLECT LIMIT Ist FI 40 -B. 10 LB. -/360 2nd FI (Sleep Area) 30 LB. 10 LB. L/360 Attic Mon Storage) 10 LB. 5 LB. L/360 Roof 30 LB. snow I5 LB. Lr360 1 3/4" X 5 1/2" - I6"O.C. Gelling beams may hove to be Increased For storage attics and MIGROLAM CANTILEVER J015T5 rafters Increased for higher snow loads. MIGROLAM (M) X q I/2" 8. Electrical work to conform to the National Electric Code, New QYork State Energy Code, dated March, Iggl, and any applicable N local codes. q. Provide smoke detectors as per code EXISTING DECK 10. All headers to be (2) 2" x 8" unless noted otherwise. ---------- I. Double floor joists under parallel partitions --------- 12. Indoor design temp. shall be max 72° for heated and min 7b° EX1571NO DINING RM for cooling, based on table 2-1 In the Now York State Energy Code dated March 1 I1191. 13. All exposed water plping and/or heating ducts to be Insulated as per Sec. 7813 of New York State Energy Code dated March 1. IgG4 14. All construction Is to be In accordance with prevailing codes and standards 15. All windows to be thermal Insulated glass. 16 The Architect assumes no responsiblllty for the construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs In connection with the work. There are no warranties, nor any merchantlblllty of fitness for a specific use expressed of Implied In the use of these pians. 14. Contractor to verify all dimenlons before starting construction. Do not scale drawings. Follow dlmenslons only. 5EGTI ON IN h• 1 d�e + �T J225', �'= ' i, DATE: 12 -28-04 PRAU5 RE 51VEN0E MARK K. SGHWAR'. TZ A I A RSV' 3 7 5 F 1 5 H E R M A N 5 BEACH R D. ARCH I TELT PLLG GUTGHOGUE, NEW YORK P.O. BOX 933 GUTGHOGUE, N.Y. 119185 A4 651 - 734 - 4185 SECTION J I ® ® 1 r-- OO I I FE] FE-11I m- as - E X IS T IN 6 E L E VAT I ON 5GALE. = 1/5" = I'-O" E X 1 S T 1 N C S E C O N D FLOOR PLAN 5GALE: = 1/43' = 1'-0" Z-;ug 1777 0 EX I ST I NCS ELEVATION 5GALE: = 1/5" a DATE: 17 -26 -04 P E X 1 S T N C E RAU5 RE 5I DENGE R S T F L O O R PLAN R� /: 315 F15HERMAN5 5EAGH RD. MARK K TZ AIA 5GALE: I/5" = I'-O" A R G HITT EE 0 G T7, PLL.G GUTGHOGUE, NEW YORK P.O. BOX F95 GUTGHOGUE, N.Y. 11955 A5 691 - 794 - 4155 EX 15T1 NG GOND I TI 0N5